PLANNING AND ANALYSIS OF COMMERCIAL BUILDING PROJECT REPORT.pdf
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About This Presentation
IT'S A PROJECT IN OUR BTECH FINAL SEM WE HAVE MADE IT ON A COMMERCIAL BUILDING USING STAAD PRO.
Slide Content
i
A Project Report on
PLANNING, ANALYSIS AND DESIGN OF A
COMMERCIAL BUILDING
is submitted in partial fulfillment of the requirement for the award of the Degree of
Bachelor of Technology
to
JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY ANANTAPUR,
ANANTHAPURAMU
by
BAHAR ANJUM SHAIK
(17711A0101)
DONEMPUDI HARINI BOPPURU ANGEL SUPRIYA
(17711A0106) (17711A0103)
DOVARI LEO DEVENCY PUNAPPU SUPRIYA
(17711A0108) (17711A0142)
Under the Guidance of
Mr. SYED MUSHTAQ AHAMED , M.Tech
Assistant Professor
Department of Civil Engineering
JULY 2021
A Project Report on
PLANNING, ANALYSIS AND DESIGN OF A
COMMERCIAL BUILDING
is submitted in partial fulfillment of the requirement for the award of the Degree of
Bachelor of Technology
to
JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY ANANTAPUR,
ANANTHAPURAMU
by
BAHAR ANJUM SHAIK
(17711A0101)
DONEMPUDI HARINI BOPPURU ANGEL SUPRIYA
(17711A0106) (17711A0103)
DOVARI LEO DEVENCY PUNAPPU SUPRIYA
(17711A0108) (17711A0142)
Under the Guidance of
Mr. SYED MUSHTAQ AHAMED , M.Tech
Assistant Professor
Department of Civil Engineering
JULY 2021
ii
Department of Civil Engineering
CERTIFICATE
This is to certify that the project report entitled “PLANNING, ANALYSIS AND
DESIGN OF A COMMERCIAL BUILDING ” being submitted by BAHAR ANJUM
SHAIK (17711A0101), DONEMPUDI HARINI (17711A0106), BOPPURU ANGEL
SUPRIYA (17711A0103), DOVARI LEO DEVENCY (17711A0108), PUNAPPU
SUPRIYA (17711A0142) in partial fulfillment for the award of the Degree of Bachelor of
Technology in Civil Engineering Department to the Jawaharlal Nehru Technological
University Anantapur, Ananthapuramu is a record of bonafied work carried out by them
under my guidance and supervision.
The results embodied in this project report have not been submitted to any other
University or Institute for the award of any Degree or Diploma.
Mr. SYED MUSHTAQ AHAMED, M.Tech Mr. SHAIK RASHID, M.Tech.,
Assistant Professor HOD
Project Guide Department of CIVIL
Date of Viva-Voce___________
INTERNAL EXAMINER EXTERNAL EXAMINER
Department of Civil Engineering
CERTIFICATE
This is to certify that the project report entitled “PLANNING, ANALYSIS AND
DESIGN OF A COMMERCIAL BUILDING ” being submitted by BAHAR ANJUM
SHAIK (17711A0101), DONEMPUDI HARINI (17711A0106), BOPPURU ANGEL
SUPRIYA (17711A0103), DOVARI LEO DEVENCY (17711A0108), PUNAPPU
SUPRIYA (17711A0142) in partial fulfillment for the award of the Degree of Bachelor of
Technology in Civil Engineering Department to the Jawaharlal Nehru Technological
University Anantapur, Ananthapuramu is a record of bonafied work carried out by them
under my guidance and supervision.
The results embodied in this project report have not been submitted to any other
University or Institute for the award of any Degree or Diploma.
Mr. SYED MUSHTAQ AHAMED, M.Tech Mr. SHAIK RASHID, M.Tech.,
Assistant Professor HOD
Project Guide Department of CIVIL
Date of Viva-Voce___________
INTERNAL EXAMINER EXTERNAL EXAMINER
iii
ACKNOWLEDGEMENT
We are extremely grateful to Dr.P. NARAYANA, Ph.D.Founder, Narayana
Educational Institutions, Andhra Pradesh for the kind blessings. We are extremely thankful
to Mr. R. Sambasiva Rao, B.Tech, Registrar Narayana Engineering College, Nellore.
We are much obliged to Dr. A.V.S Prasad, Ph.D. Director, Narayana Engineering
& Pharmacy Colleges, for the continuous encouragement and support. We owe
indebtedness to our Principal Dr.G. Srinivasulu Reddy, M.Tech., Ph.D., Narayana
Engineering College, Nellore for providing us the required facilities.
We express our deep sense of gratitude and sincere thanks to Mr. Shaik Rashid,
M.Tech, Assistant Professor & HOD, Department of Civil Engineering, Narayana
Engineering College, Nellore for providing the necessary facilities and encouragement
towards the project work.
We thank our project guide, Mr. Syed Mushtaq Ahamed, M.Tech, Assistant
Professor, Department of Civil Engineering for his guidance, valuable suggestions and
support in the completion of the project.
We gratefully acknowledge and express our thanks to teaching and non-teaching
staff of CIVIL Department. We would like to express our love and affection to our parents
for their encouragement throughout this project.
Project Associates
BAHAR ANJUM SHAIK 17711A0101
DONEMPUDI HARINI 17711A0106
BOPPURU ANGEL SUPRIYA 17711A0103
DOVARI LEO DEVENCY 17711A0108
PUNAPPU SUPRIYA 17711A0142
ACKNOWLEDGEMENT
We are extremely grateful to Dr.P. NARAYANA, Ph.D.Founder, Narayana
Educational Institutions, Andhra Pradesh for the kind blessings. We are extremely thankful
to Mr. R. Sambasiva Rao, B.Tech, Registrar Narayana Engineering College, Nellore.
We are much obliged to Dr. A.V.S Prasad, Ph.D. Director, Narayana Engineering
& Pharmacy Colleges, for the continuous encouragement and support. We owe
indebtedness to our Principal Dr.G. Srinivasulu Reddy, M.Tech., Ph.D., Narayana
Engineering College, Nellore for providing us the required facilities.
We express our deep sense of gratitude and sincere thanks to Mr. Shaik Rashid,
M.Tech, Assistant Professor & HOD, Department of Civil Engineering, Narayana
Engineering College, Nellore for providing the necessary facilities and encouragement
towards the project work.
We thank our project guide, Mr. Syed Mushtaq Ahamed, M.Tech, Assistant
Professor, Department of Civil Engineering for his guidance, valuable suggestions and
support in the completion of the project.
We gratefully acknowledge and express our thanks to teaching and non-teaching
staff of CIVIL Department. We would like to express our love and affection to our parents
for their encouragement throughout this project.
Project Associates
BAHAR ANJUM SHAIK 17711A0101
DONEMPUDI HARINI 17711A0106
BOPPURU ANGEL SUPRIYA 17711A0103
DOVARI LEO DEVENCY 17711A0108
PUNAPPU SUPRIYA 17711A0142
iv
ABSTRACT
Structural planning and design are an art and science of designing with economy,
elegance, serviceable and durable structure. The entire process of structural planning and
design requires not only imagination and conceptual thinking but also sound knowledge
in structural engineering besides knowledge of practical aspects such as relevant design
codes and bye laws backed up by example experience.
The process of design commenced with planning of structure primarily to meet the
defined as it is not aware of various implications involved in the process of planning and
design. The functional requirements and aspects of aesthetics are locked normally by the
architect by the aspect of safety, serviceability, durability and economy of the structure
are attended by structural design.
Any construction project to begin with starts with the layout of the building or structure
followed by design of the structure which is succeeded by planning before the said
project.
This project work involves planning, analysis, designs and drawings of a typical multi
storied building. This project attempt has been made to design and analyze a G+5 storied
commercial building. This project involves planning, analysis, design and drawings. In
analysis various load cases and load combinations are included in this project. R.C.C
framed structure is used for multi storied commercial buildings. Structural design is to be
done using limit state method.
In this report, a G+5 structure is planned, analysed and designed using different methods
and software (AutoCAD, STAAD Pro V8i).
Keywords: Planning, Analysis, Designing, STAAD Pro, AutoCAD, R.C.C.
ABSTRACT
Structural planning and design are an art and science of designing with economy,
elegance, serviceable and durable structure. The entire process of structural planning and
design requires not only imagination and conceptual thinking but also sound knowledge
in structural engineering besides knowledge of practical aspects such as relevant design
codes and bye laws backed up by example experience.
The process of design commenced with planning of structure primarily to meet the
defined as it is not aware of various implications involved in the process of planning and
design. The functional requirements and aspects of aesthetics are locked normally by the
architect by the aspect of safety, serviceability, durability and economy of the structure
are attended by structural design.
Any construction project to begin with starts with the layout of the building or structure
followed by design of the structure which is succeeded by planning before the said
project.
This project work involves planning, analysis, designs and drawings of a typical multi
storied building. This project attempt has been made to design and analyze a G+5 storied
commercial building. This project involves planning, analysis, design and drawings. In
analysis various load cases and load combinations are included in this project. R.C.C
framed structure is used for multi storied commercial buildings. Structural design is to be
done using limit state method.
In this report, a G+5 structure is planned, analysed and designed using different methods
and software (AutoCAD, STAAD Pro V8i).
Keywords: Planning, Analysis, Designing, STAAD Pro, AutoCAD, R.C.C.
v
CONTENTS
Abstract iv
Contents v
List of Figures and Tables vii
CHAPTER 1 INTRODUCTION
1.1 General 1
1.2 Objectives of the project 1
1.3 Commercial building 1
1.4 Project brief 1
CHAPTER 2 LITERATURE REVIEW
2.1 AutoCAD 4
2.2 STAAD Pro 4
2.3 Case studies 6
CHAPTER 3 METHODOL OGY
3.1 Study of IS 875 1987 8
3.2 Preparation of building layout using AutoCAD 8
3.3 Analysis and design using STAAD Pro 8
CHAPTER 4 LAYOUT OF G+5 BUILDING USING AUTOCAD
4.1 Details of the project 9
4.2 Site plan 10
4.3 Basement plan 11
4.4 Parking plan 12
4.5 Ground floor plan 13
4.6 First floor plan 14
4.7 Second floor plan 15
4.8 Third floor plan 16
4.9 Fourth floor plan 17
4.10 Fifth floor plan 18
4.11 Roof top plan 19
4.12 Column layout plan 20
CONTENTS
Abstract iv
Contents v
List of Figures and Tables vii
CHAPTER 1 INTRODUCTION
1.1 General 1
1.2 Objectives of the project 1
1.3 Commercial building 1
1.4 Project brief 1
CHAPTER 2 LITERATURE REVIEW
2.1 AutoCAD 4
2.2 STAAD Pro 4
2.3 Case studies 6
CHAPTER 3 METHODOL OGY
3.1 Study of IS 875 1987 8
3.2 Preparation of building layout using AutoCAD 8
3.3 Analysis and design using STAAD Pro 8
CHAPTER 4 LAYOUT OF G+5 BUILDING USING AUTOCAD
4.1 Details of the project 9
4.2 Site plan 10
4.3 Basement plan 11
4.4 Parking plan 12
4.5 Ground floor plan 13
4.6 First floor plan 14
4.7 Second floor plan 15
4.8 Third floor plan 16
4.9 Fourth floor plan 17
4.10 Fifth floor plan 18
4.11 Roof top plan 19
4.12 Column layout plan 20
vi
CHAPTER 5 ANALYSIS OF G+5 BUILDING USING STAAD PRO
5.1 Load calculations 21
5.2 Generation of member and member property 24
5.3 Creation of supports 25
5.4 Materials 26
5.5 Loading 26
5.6 Analysis of the structure 35
CHAPTER 6 DESIGN OF G+5 STRUCTURE USING STAAD PRO
6.1 General 36
CHAPTER 7 STAAD OUTPUT DATA 38
CHAPTER 8 RESULTS
8.1 Analysis and design results 51
8.2 Design results of beams 53
8.3 Design results of columns 65
8.4 Foundation design 75
CHAPTER 9 CONCLUSION 95
CHAPTER 10 REFERENCES 96
CHAPTER 5 ANALYSIS OF G+5 BUILDING USING STAAD PRO
5.1 Load calculations 21
5.2 Generation of member and member property 24
5.3 Creation of supports 25
5.4 Materials 26
5.5 Loading 26
5.6 Analysis of the structure 35
CHAPTER 6 DESIGN OF G+5 STRUCTURE USING STAAD PRO
6.1 General 36
CHAPTER 7 STAAD OUTPUT DATA 38
CHAPTER 8 RESULTS
8.1 Analysis and design results 51
8.2 Design results of beams 53
8.3 Design results of columns 65
8.4 Foundation design 75
CHAPTER 9 CONCLUSION 95
CHAPTER 10 REFERENCES 96
vii
LIST OF FIGURES AND TABLES
Fig. 5.1 Plan of the structure 22
Fig. 5.2 Elevation of the structure 23
Fig. 5.3 Generation of member and member property 24
Fig. 5.4 Support generation for the structure 25
Fig. 5.5 Dead load acting on the structure 27
Fig. 5.6 Live load on the structure 27
Fig. 5.7 Live load on the structure 28
Fig. 5.8 Load combinations of the structure 28
Fig. 5.9 Load combinations of the structure 29
Fig. 5.10 Axial force on the structure 29
Fig. 5.11 Shear of the structure 30
Fig. 5.12 Shear and torsion of the structure 31
Fig. 5.13 Bending moment of the structure 32
Fig. 5.14 Beam stresses and deflection of the structure 33
Fig. 5.15 3D view of the structure 34
Fig. 5.16 Analysis and design window 35
Fig. 6.1 Assigning of design parameters to the whole structure 37
Fig. 6.2 Input of design parameters into STAAD Pro 37
Fig. 8.1 Concrete design of beam 54
Fig. 8.2 Bending moment of beam 54
Fig. 8.3 Deflection of beam 55
Fig. 8.4 Shear bending of beam 55
Fig. 8.5 Concrete design of beam 57
Fig. 8.6 Bending moment of beam 57
Fig. 8.7 Deflection of beam 58
Fig. 8.8 Shear bending of beam 58
Fig. 8.9 Concrete design of beam 60
Fig. 8.10 Shear bending of beam 60
LIST OF FIGURES AND TABLES
Fig. 5.1 Plan of the structure 22
Fig. 5.2 Elevation of the structure 23
Fig. 5.3 Generation of member and member property 24
Fig. 5.4 Support generation for the structure 25
Fig. 5.5 Dead load acting on the structure 27
Fig. 5.6 Live load on the structure 27
Fig. 5.7 Live load on the structure 28
Fig. 5.8 Load combinations of the structure 28
Fig. 5.9 Load combinations of the structure 29
Fig. 5.10 Axial force on the structure 29
Fig. 5.11 Shear of the structure 30
Fig. 5.12 Shear and torsion of the structure 31
Fig. 5.13 Bending moment of the structure 32
Fig. 5.14 Beam stresses and deflection of the structure 33
Fig. 5.15 3D view of the structure 34
Fig. 5.16 Analysis and design window 35
Fig. 6.1 Assigning of design parameters to the whole structure 37
Fig. 6.2 Input of design parameters into STAAD Pro 37
Fig. 8.1 Concrete design of beam 54
Fig. 8.2 Bending moment of beam 54
Fig. 8.3 Deflection of beam 55
Fig. 8.4 Shear bending of beam 55
Fig. 8.5 Concrete design of beam 57
Fig. 8.6 Bending moment of beam 57
Fig. 8.7 Deflection of beam 58
Fig. 8.8 Shear bending of beam 58
Fig. 8.9 Concrete design of beam 60
Fig. 8.10 Shear bending of beam 60
viii
LIST OF FIGURES AND TABLES
Fig. 8.11 Shear bending of beam 61
Fig. 8.12 Deflection of beam 61
Fig. 8.13 Concrete design of beam 63
Fig. 8.14 Bending moment of beam 63
Fig. 8.15 Shear bending of beam 64
Fig. 8.16 Deflection of beam 64
Fig. 8.17 Deflection of column 66
Fig. 8.18 Concrete design of column 66
Fig. 8.19 Deflection of column 68
Fig. 8.20 Concrete design of column 68
Fig. 8.21 Deflection of column 70
Fig. 8.22 Concrete design of column 70
Fig. 8.23 Deflection of column 72
Fig. 8.24 Concrete design of column 72
Fig. 8.25 Deflection of column 74
Fig. 8.26 Concrete design of column 74
Fig. 8.27 Elevation of footing F1 from AutoCAD 75
Fig. 8.28 Plan of footing F1 from AutoCAD 75
Fig. 8.29 Total columns 76
Fig. 8.30 Footing layout plan 78
Fig. 8.31 Footing elevation of F1 80
Fig. 8.32 Footing F1 from STAAD Pro 84
Table 5.1 Structural details 23
Table 8.1 Total number of footings 77
Table 8.2 Details of footing 79
Table 8.3 Total number of beams 81
Table 8.4 Total number of columns 81
Table 8.5 Footing dimensions 82
LIST OF FIGURES AND TABLES
Fig. 8.11 Shear bending of beam 61
Fig. 8.12 Deflection of beam 61
Fig. 8.13 Concrete design of beam 63
Fig. 8.14 Bending moment of beam 63
Fig. 8.15 Shear bending of beam 64
Fig. 8.16 Deflection of beam 64
Fig. 8.17 Deflection of column 66
Fig. 8.18 Concrete design of column 66
Fig. 8.19 Deflection of column 68
Fig. 8.20 Concrete design of column 68
Fig. 8.21 Deflection of column 70
Fig. 8.22 Concrete design of column 70
Fig. 8.23 Deflection of column 72
Fig. 8.24 Concrete design of column 72
Fig. 8.25 Deflection of column 74
Fig. 8.26 Concrete design of column 74
Fig. 8.27 Elevation of footing F1 from AutoCAD 75
Fig. 8.28 Plan of footing F1 from AutoCAD 75
Fig. 8.29 Total columns 76
Fig. 8.30 Footing layout plan 78
Fig. 8.31 Footing elevation of F1 80
Fig. 8.32 Footing F1 from STAAD Pro 84
Table 5.1 Structural details 23
Table 8.1 Total number of footings 77
Table 8.2 Details of footing 79
Table 8.3 Total number of beams 81
Table 8.4 Total number of columns 81
Table 8.5 Footing dimensions 82
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
1
CHAPTER-1
INTRODUCTION
1.1 GENERAL
Any construction project to begin with starts with the Layout of the building or structure
followed by Design and Analysis of the structure. This project involves the layout,
design and analysis, of a G+5 commercial building located in Vedayapalem, Nellore.
For completing the project very popular Civil Engineering software’s such as
AutoCAD, STAAD Pro V8i, have been used.
1.2 OBJECTIVES OF THE PROJECT
The objectives of the project are mentioned below:
➢ Draft the Layout of the proposed building using AutoCAD.
➢ Design and analyse the building using STAAD Pro V8i.
1.3 COMMERCIAL BUILDING
A commercial building is a building that is used for commercial use. Types can include
office buildings, warehouses, or retail. In urban locations, a commercial building often
combines functions, such as an office on levels 2-10, with retail on floor 1.
Commercial property serves a vast array of purposes supporting public and private
sector business and services, such as government, service industries, education,
healthcare, manufacturing, telecommunications and other civil infrastructure. The
exception is real estate related to agricultural or residential use.
1.4 PROJECT BRIEF
This commercial building having mixed stories with shopping complex and office
space, Shopping is a routine activity of each and every one. But they due to shortage of
time, they need a shopping complex and office space under one roof to save the valuable
time. In metropolitan cities, very limited areas are available and sold at high cost. This
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
1
CHAPTER-1
INTRODUCTION
1.1 GENERAL
Any construction project to begin with starts with the Layout of the building or structure
followed by Design and Analysis of the structure. This project involves the layout,
design and analysis, of a G+5 commercial building located in Vedayapalem, Nellore.
For completing the project very popular Civil Engineering software’s such as
AutoCAD, STAAD Pro V8i, have been used.
1.2 OBJECTIVES OF THE PROJECT
The objectives of the project are mentioned below:
➢ Draft the Layout of the proposed building using AutoCAD.
➢ Design and analyse the building using STAAD Pro V8i.
1.3 COMMERCIAL BUILDING
A commercial building is a building that is used for commercial use. Types can include
office buildings, warehouses, or retail. In urban locations, a commercial building often
combines functions, such as an office on levels 2-10, with retail on floor 1.
Commercial property serves a vast array of purposes supporting public and private
sector business and services, such as government, service industries, education,
healthcare, manufacturing, telecommunications and other civil infrastructure. The
exception is real estate related to agricultural or residential use.
1.4 PROJECT BRIEF
This commercial building having mixed stories with shopping complex and office
space, Shopping is a routine activity of each and every one. But they due to shortage of
time, they need a shopping complex and office space under one roof to save the valuable
time. In metropolitan cities, very limited areas are available and sold at high cost. This
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
2
project will help to build buildings within this limited area satisfying each of every need
of the people. It is also designed in such a way that it would be economical.
This project work involves planning, analysis, designs, and drawings of a typical multi-
storied building. This project attempt has been made to plan, design and estimate a G+5
storied commercial building. This project involves Planning, Analysis, and Design &
Drawings. In Analysis various load cases and load combinations are included in this
project. R.C.C framed structure is used for multi storied commercial buildings.
Structural design is to be done using Limit state method.
Structural engineers are facing the challenges of striving for most efficient and
economical design with accuracy in solution while ensuring that the final design of a
building and the building must be serviceable for its intended function over its design
life time. The main objective of the project is to modify the general design practice of a
multi storied building. The structural design should satisfy the criterion of ultimate
strength and serviceability. A civil engineer must be familiar with planning, analysis and
design of framed structures. Hence it was proposed to choose a problem, involving
analysis and design of multi storied framed structure as the project work.
The proposed five storied commercial building consists of area of each floor is 1900sqm.
A building should be planned to make it comfortable, economical and to meet all the
requirements of the people. The efforts of the planner should be to obtain maximum
comfort with limited available resources. Functional, utility, cost, habits, taste,
requirements etc., should also be considered in planning a building. The planning of this
five storied building is so planned to meet out all the above factors.
1.4.1 NATIONAL BUILDING CODE OF INDIA (2016)
The National Building Code (NBC) is a document that provides guidelines for
construction of structures – residential, mercantile, institutional, educational,
commercial, assembly, storage spaces or even hazardous buildings.
The Code mainly contains administrative regulations, development control rules and
general building requirements; fire safety requirements; stipulations regarding materials,
structural design and construction (including safety); building and plumbing services;
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
2
project will help to build buildings within this limited area satisfying each of every need
of the people. It is also designed in such a way that it would be economical.
This project work involves planning, analysis, designs, and drawings of a typical multi-
storied building. This project attempt has been made to plan, design and estimate a G+5
storied commercial building. This project involves Planning, Analysis, and Design &
Drawings. In Analysis various load cases and load combinations are included in this
project. R.C.C framed structure is used for multi storied commercial buildings.
Structural design is to be done using Limit state method.
Structural engineers are facing the challenges of striving for most efficient and
economical design with accuracy in solution while ensuring that the final design of a
building and the building must be serviceable for its intended function over its design
life time. The main objective of the project is to modify the general design practice of a
multi storied building. The structural design should satisfy the criterion of ultimate
strength and serviceability. A civil engineer must be familiar with planning, analysis and
design of framed structures. Hence it was proposed to choose a problem, involving
analysis and design of multi storied framed structure as the project work.
The proposed five storied commercial building consists of area of each floor is 1900sqm.
A building should be planned to make it comfortable, economical and to meet all the
requirements of the people. The efforts of the planner should be to obtain maximum
comfort with limited available resources. Functional, utility, cost, habits, taste,
requirements etc., should also be considered in planning a building. The planning of this
five storied building is so planned to meet out all the above factors.
1.4.1 NATIONAL BUILDING CODE OF INDIA (2016)
The National Building Code (NBC) is a document that provides guidelines for
construction of structures – residential, mercantile, institutional, educational,
commercial, assembly, storage spaces or even hazardous buildings.
The Code mainly contains administrative regulations, development control rules and
general building requirements; fire safety requirements; stipulations regarding materials,
structural design and construction (including safety); building and plumbing services;
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
3
approach to sustainability; and asset and facility. Our commercial building is planned and
designed considering the National Building Code of India.
1.4.2 PLANNING OF PUBLIC BUILDINGS
The design of a public building depends upon the nature of the building. Every building
has a special character of its own. The function of the building is to be ascertained first.
Then the blocks or units are to be planned. The units are then joined together to form the
whole building. The sizes of various units depend upon the number of persons working,
furniture required, space necessary for movements etc. As such no hard and fast
dimensions are given for the guidance of students.
Some common arrangements required in all types of public buildings are:
1. Sanitary blocks
2. Circulation
3. Entrance or reception
4. Parking space, garages, and cycle stands
5. Watchman’s room
6. Public telephone
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
3
approach to sustainability; and asset and facility. Our commercial building is planned and
designed considering the National Building Code of India.
1.4.2 PLANNING OF PUBLIC BUILDINGS
The design of a public building depends upon the nature of the building. Every building
has a special character of its own. The function of the building is to be ascertained first.
Then the blocks or units are to be planned. The units are then joined together to form the
whole building. The sizes of various units depend upon the number of persons working,
furniture required, space necessary for movements etc. As such no hard and fast
dimensions are given for the guidance of students.
Some common arrangements required in all types of public buildings are:
1. Sanitary blocks
2. Circulation
3. Entrance or reception
4. Parking space, garages, and cycle stands
5. Watchman’s room
6. Public telephone
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
4
CHAPTER-2
LITERATURE REVIEW
2.1 AUTOCAD
AutoCAD is a commercial software application for 2D and 3D computer aided design
and drafting for various fields in engineering like civil, mechanical, electrical,
automation, architecture etc. It was first launched in 1982 by Autodesk, Inc.
AutoCAD Architecture allows designers to draw 3D objects such as walls, doors and
windows, with more intelligent data associated with them rather than simple objects.
The data can be programmed to represent products sold in the building industry, or it
can be extracted into a file for pricing material estimation etc.
AutoCAD or Computer Aided Design is a very helpful tool in drafting and designing
any structure. AutoCAD uses a Graphical User Interface for the purpose of drafting and
designing any structure. The software has various inbuilt tools for complex drafting.
Also, AutoCAD can be used for 2D and 3D design and also for perspective design.
With the help of AutoCAD all the drafting for the project has been done. It has made
the life of a drafter quite easy than the conventional drafter using paper and pencil. It
has made possible to make easy changes in the drawing as and when required. Also,
various commands such as COPY, OFFSET, ROTATE, MOVE have made the tedious
process of redundant work quite easy and faster.
Also, one of the important features of AutoCAD is the import and export feature which
allows users to move their plans drawn using AutoCAD to other design software’s such
as STAAD Pro and ETABS with the help of DXF file format which has in turn reduced
load on the designer. Also, structural designs made on STAAD and ETABS are also
exportable to AutoCAD for minute detailing required.
2.2 STAAD PRO
STAAD Pro V8i has a very user-friendly interface and very useful for designing
complex structures and analysing them. STAAD Pro V8i is a design and structural
analysis program developed by Research Engineers International, CA. It was acquired
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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CHAPTER-2
LITERATURE REVIEW
2.1 AUTOCAD
AutoCAD is a commercial software application for 2D and 3D computer aided design
and drafting for various fields in engineering like civil, mechanical, electrical,
automation, architecture etc. It was first launched in 1982 by Autodesk, Inc.
AutoCAD Architecture allows designers to draw 3D objects such as walls, doors and
windows, with more intelligent data associated with them rather than simple objects.
The data can be programmed to represent products sold in the building industry, or it
can be extracted into a file for pricing material estimation etc.
AutoCAD or Computer Aided Design is a very helpful tool in drafting and designing
any structure. AutoCAD uses a Graphical User Interface for the purpose of drafting and
designing any structure. The software has various inbuilt tools for complex drafting.
Also, AutoCAD can be used for 2D and 3D design and also for perspective design.
With the help of AutoCAD all the drafting for the project has been done. It has made
the life of a drafter quite easy than the conventional drafter using paper and pencil. It
has made possible to make easy changes in the drawing as and when required. Also,
various commands such as COPY, OFFSET, ROTATE, MOVE have made the tedious
process of redundant work quite easy and faster.
Also, one of the important features of AutoCAD is the import and export feature which
allows users to move their plans drawn using AutoCAD to other design software’s such
as STAAD Pro and ETABS with the help of DXF file format which has in turn reduced
load on the designer. Also, structural designs made on STAAD and ETABS are also
exportable to AutoCAD for minute detailing required.
2.2 STAAD PRO
STAAD Pro V8i has a very user-friendly interface and very useful for designing
complex structures and analysing them. STAAD Pro V8i is a design and structural
analysis program developed by Research Engineers International, CA. It was acquired
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
5
by Bentley Systems in 2005. It is one of the most widely used design and structural
analysis software’s for concrete, steel and timber design codes.
STAAD pro allows designers and structural engineers to design and analyse virtually
any type of structure through its very flexible modelling environment, fluent data
collection and advanced features.
STAAD pro supports over 70 international codes including IS456:2000 IS800:2007 and
20 U.S codes in more than 7 languages.
The GUI or Graphical User Interface or user communicates with the STAAD Pro
analysis engine through the standard input file. That input file, a text file consists of a
series of commands which are sequentially executed. These commands contain either
instructions or data pertaining to analysis and/or design. The STAAD Pro input file may
be created through the text editor or the GUI facility. Generally, any text editor can be
utilized to edit/create the STD input file. The GUI Modelling facility creates the input
file through an interactive graphics-oriented procedure.
STAAD allows users to create various types of structures and also analyse these
structures which are listed below.
A SPACE structure, is a 3D-frame structure in which loads may be applied in any plane,
it is the most general type.
A PLANE structure is bound by any two axes with loads acting on the same plane.
A TRUSS structure is a structure having various truss members with axial loading but
no bending.
A FLOOR structure is a 2D or 3D structure with no horizontal movement of the
structure. Columns are also to be modelled with the floor in a FLOOR structure as long
as the structure has no horizontal loading. In case there is a horizontal load, it should
be analysed as a SPACE structure.
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
5
by Bentley Systems in 2005. It is one of the most widely used design and structural
analysis software’s for concrete, steel and timber design codes.
STAAD pro allows designers and structural engineers to design and analyse virtually
any type of structure through its very flexible modelling environment, fluent data
collection and advanced features.
STAAD pro supports over 70 international codes including IS456:2000 IS800:2007 and
20 U.S codes in more than 7 languages.
The GUI or Graphical User Interface or user communicates with the STAAD Pro
analysis engine through the standard input file. That input file, a text file consists of a
series of commands which are sequentially executed. These commands contain either
instructions or data pertaining to analysis and/or design. The STAAD Pro input file may
be created through the text editor or the GUI facility. Generally, any text editor can be
utilized to edit/create the STD input file. The GUI Modelling facility creates the input
file through an interactive graphics-oriented procedure.
STAAD allows users to create various types of structures and also analyse these
structures which are listed below.
A SPACE structure, is a 3D-frame structure in which loads may be applied in any plane,
it is the most general type.
A PLANE structure is bound by any two axes with loads acting on the same plane.
A TRUSS structure is a structure having various truss members with axial loading but
no bending.
A FLOOR structure is a 2D or 3D structure with no horizontal movement of the
structure. Columns are also to be modelled with the floor in a FLOOR structure as long
as the structure has no horizontal loading. In case there is a horizontal load, it should
be analysed as a SPACE structure.
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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2.3 CASE STUDIES
2.3.1 Analysis of Commercial Building Using Staad-Pro in 10
th
international
conference on recent innovations in science engineering and management by Y
Stalin, K Pranaya: The objective was to lay out a plan for G+3 commercial building
design beams and columns for the structure using staad pro. This project helps us
understand the efficiency of software and how it eases our work with accurate results
in minimum time. By the end of project, we have learnt the aspects to be considered for
planning and achieved the aim of determining the reinforcement details and designing
beams and columns which are capable to resists all the loads of the structure. From the
STAAD PRO analysis and design for the given structure, the total deflection due to
dead load and live load for different load combinations differ. The failure loads are
identified and the structure is designed for loads that can withstand wind loads and
seismic loads.
2.3.2 Analysis and design of G+5 building with conventional and flat slab by Imran
B K, Syed Shamoon from International Research Journal of Engineering and
Technology (IRJET): From the results it is concluded that the cost of flat slab is more
compared to normal conventional slab. The quantity of concrete in flat slab is more
because the size of the slab and drop panel is more. Hence the decrease in the slab and
drop panel thickness will reduce the quantity of concrete in safer way. The flat slab is
the good option for modern construction which provides the structural stability and
aesthetic appearance.
2.3.3 An investigational study of commercial building from International Research
Journal of Engineering and Technology (IRJET) by Puneet Mittal; Nishant Kad
(2016) from case study 1: Analysis and design of a structure is a very tedious job and
it is also time consuming when it is carried out manually. This problem can be solved
by the use of software which are meant for this work. This paper mainly deals with the
comparison of the results obtained from STAADPRO and ETABS which are the most
widely used software for analysis and design of multi-stored building. On comparison
between the software’s, it was found that ETABS provides lesser forces as when
compared to that of STAADPRO.
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
6
2.3 CASE STUDIES
2.3.1 Analysis of Commercial Building Using Staad-Pro in 10
th
international
conference on recent innovations in science engineering and management by Y
Stalin, K Pranaya: The objective was to lay out a plan for G+3 commercial building
design beams and columns for the structure using staad pro. This project helps us
understand the efficiency of software and how it eases our work with accurate results
in minimum time. By the end of project, we have learnt the aspects to be considered for
planning and achieved the aim of determining the reinforcement details and designing
beams and columns which are capable to resists all the loads of the structure. From the
STAAD PRO analysis and design for the given structure, the total deflection due to
dead load and live load for different load combinations differ. The failure loads are
identified and the structure is designed for loads that can withstand wind loads and
seismic loads.
2.3.2 Analysis and design of G+5 building with conventional and flat slab by Imran
B K, Syed Shamoon from International Research Journal of Engineering and
Technology (IRJET): From the results it is concluded that the cost of flat slab is more
compared to normal conventional slab. The quantity of concrete in flat slab is more
because the size of the slab and drop panel is more. Hence the decrease in the slab and
drop panel thickness will reduce the quantity of concrete in safer way. The flat slab is
the good option for modern construction which provides the structural stability and
aesthetic appearance.
2.3.3 An investigational study of commercial building from International Research
Journal of Engineering and Technology (IRJET) by Puneet Mittal; Nishant Kad
(2016) from case study 1: Analysis and design of a structure is a very tedious job and
it is also time consuming when it is carried out manually. This problem can be solved
by the use of software which are meant for this work. This paper mainly deals with the
comparison of the results obtained from STAADPRO and ETABS which are the most
widely used software for analysis and design of multi-stored building. On comparison
between the software’s, it was found that ETABS provides lesser forces as when
compared to that of STAADPRO.
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
7
2.3.4 An investigational study of commercial building from International Research
Journal of Engineering and Technology (IRJET) by Mahesh N. Patil, Yogesh N.
Sonawane (2015) from case study 2: In this paper, Seismic analysis was done by using
ETABS software. There was an increase in lateral forces from bottom to top floor in
both manual and software analysis. The seismic analysis results obtained from ETABS
software were manually verified as per IS 1893:2002. The seismic weight which was
obtained from manual and software analysis almost gave the same result. The slight
variation in base shear results were noticed in both manual and software analysis.
2.3.5 An investigational study of commercial building from International Research
Journal of Engineering and Technology (IRJET) by S. Vijaya Bhaskar Reddy Etal
(2015) from case study 3: This paper deals with the effect of wind forces on a high
raised building. When the structures block the flow of wind, the wind’s kinetic energy
is converted into potential energy of pressure, which causes wind loading. The effect of
wind on the structure depends upon the density and velocity of the air, the angle of
incidence of the wind, the shape and stiffness of the structure etc. It is found that the
effect of the wind load increases as the height of the structure increases.
2.3.6 Design and analysis of G+8 commercial building using Staad Pro from
International Journal of Pure and Applied Mathematics by K.Prabin kumari, Gopi
Bala Vinay: This project deals with Analysis and Design of a G+8 Commercial building
with wind effect using STAAD Pro at Thandalam, Chennai. This commercial having all
facilities under one roof, designed with shops, Super market, Food court, Net point,
Coffee shop & office space etc, with very good water supply and sanitary arrangements.
In this project, the Analysis of frame is done by stiffness matrix method using Staad Pro
Software. Design of footings, columns, beams & slabs are done manually by limit state
method as per IS456 – 2000, IS 875, and SP16.
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
7
2.3.4 An investigational study of commercial building from International Research
Journal of Engineering and Technology (IRJET) by Mahesh N. Patil, Yogesh N.
Sonawane (2015) from case study 2: In this paper, Seismic analysis was done by using
ETABS software. There was an increase in lateral forces from bottom to top floor in
both manual and software analysis. The seismic analysis results obtained from ETABS
software were manually verified as per IS 1893:2002. The seismic weight which was
obtained from manual and software analysis almost gave the same result. The slight
variation in base shear results were noticed in both manual and software analysis.
2.3.5 An investigational study of commercial building from International Research
Journal of Engineering and Technology (IRJET) by S. Vijaya Bhaskar Reddy Etal
(2015) from case study 3: This paper deals with the effect of wind forces on a high
raised building. When the structures block the flow of wind, the wind’s kinetic energy
is converted into potential energy of pressure, which causes wind loading. The effect of
wind on the structure depends upon the density and velocity of the air, the angle of
incidence of the wind, the shape and stiffness of the structure etc. It is found that the
effect of the wind load increases as the height of the structure increases.
2.3.6 Design and analysis of G+8 commercial building using Staad Pro from
International Journal of Pure and Applied Mathematics by K.Prabin kumari, Gopi
Bala Vinay: This project deals with Analysis and Design of a G+8 Commercial building
with wind effect using STAAD Pro at Thandalam, Chennai. This commercial having all
facilities under one roof, designed with shops, Super market, Food court, Net point,
Coffee shop & office space etc, with very good water supply and sanitary arrangements.
In this project, the Analysis of frame is done by stiffness matrix method using Staad Pro
Software. Design of footings, columns, beams & slabs are done manually by limit state
method as per IS456 – 2000, IS 875, and SP16.
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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CHAPTER- 3
METHODOLOGY
3.1 STUDY OF IS:875-1987
IS 875 deals with the various load cases that act upon a structure and ways to calculate
them. There are various parts of the code that deal with the various load types such as
dead load, live load, wind load, snow load and various special loads and load
combinations. As the building is situated in Nellore and is not a high-rise building, loads
such as wind and snow were not considered in the design process. The Code gives the
unit weights of various materials as well as the values of imposed loads that act in
various types of structures and parts of these structures.
3.2 PREPARATION OF BUILDING LAYOUT USING AUTOCAD
The layout for the proposed building was prepared, discussed and approved by an
architect. The layout was then prepared using AutoCAD. The various layouts were
prepared and then later discussed with the architect for error correction.
3.3 ANALYSIS AND DESIGN USING STAAD PRO
Once the layout of the building was approved by the architect the layout was transferred
from AutoCAD to STAAD Pro using a DXF file format. Once the layout was
transferred, multiple stories were created using the Translational Repeat Tool in Staad
Pro. After this member properties were assigned. Next the load cases were generated
and applied to the structure. Once the loads were applied the structure was analysed and
corrections were made to the structure for the various errors that were generated while
the structure was being analysed.
After the analysis, we started designing the structure by entering the DESIGN tab in
STAAD Pro. All the design parameters were entered and load cases selected. This
completes the design of the beam, columns and slabs. For designing the foundation
STAAD foundation program is opened and the structure along with the load cases is
transferred. Once this is done the soil conditions and the type of foundation is entered.
After this the program analyses and designs the foundation.
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
8
CHAPTER- 3
METHODOLOGY
3.1 STUDY OF IS:875-1987
IS 875 deals with the various load cases that act upon a structure and ways to calculate
them. There are various parts of the code that deal with the various load types such as
dead load, live load, wind load, snow load and various special loads and load
combinations. As the building is situated in Nellore and is not a high-rise building, loads
such as wind and snow were not considered in the design process. The Code gives the
unit weights of various materials as well as the values of imposed loads that act in
various types of structures and parts of these structures.
3.2 PREPARATION OF BUILDING LAYOUT USING AUTOCAD
The layout for the proposed building was prepared, discussed and approved by an
architect. The layout was then prepared using AutoCAD. The various layouts were
prepared and then later discussed with the architect for error correction.
3.3 ANALYSIS AND DESIGN USING STAAD PRO
Once the layout of the building was approved by the architect the layout was transferred
from AutoCAD to STAAD Pro using a DXF file format. Once the layout was
transferred, multiple stories were created using the Translational Repeat Tool in Staad
Pro. After this member properties were assigned. Next the load cases were generated
and applied to the structure. Once the loads were applied the structure was analysed and
corrections were made to the structure for the various errors that were generated while
the structure was being analysed.
After the analysis, we started designing the structure by entering the DESIGN tab in
STAAD Pro. All the design parameters were entered and load cases selected. This
completes the design of the beam, columns and slabs. For designing the foundation
STAAD foundation program is opened and the structure along with the load cases is
transferred. Once this is done the soil conditions and the type of foundation is entered.
After this the program analyses and designs the foundation.
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
9
CHAPTER- 4
LAYOUT OF G+5 BUILDING USING AUTOCAD
4.1 DETAILS OF THE PROJECT:
The plot size for the project was 50 m x 38 m. Accordingly the building has been laid
in the center of the plot leaving ample space on all the sides for landscaping and
pathways for cars and for visitors parking.
• No. of floors: B+G+5
• Height of each floor: 3.2 m
• Height of building: 19.2 m from ground level
• Height of building: 22.4 m from base level
• Plot area: 3380 Sq.m
• Plinth area: 1900 sq.m
• Site location: Vedayapalam, Nellore.
• Nature of soil: Hard strata
• Soil Bearing Capacity: 250 KN/m
2
• Wall thickness: 230mm
• Setbacks: 8m (front) and 7m (side, rear)
• No. of lifts: 2
• No. of escalators: 2
• No. of staircases: 2
• No. of toilets: 2 (ladies), 2 (gents) in each floor
• Synthetic water tanks on roof top
• Fire safety: 4 fire hoses in each floor
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
9
CHAPTER- 4
LAYOUT OF G+5 BUILDING USING AUTOCAD
4.1 DETAILS OF THE PROJECT:
The plot size for the project was 50 m x 38 m. Accordingly the building has been laid
in the center of the plot leaving ample space on all the sides for landscaping and
pathways for cars and for visitors parking.
• No. of floors: B+G+5
• Height of each floor: 3.2 m
• Height of building: 19.2 m from ground level
• Height of building: 22.4 m from base level
• Plot area: 3380 Sq.m
• Plinth area: 1900 sq.m
• Site location: Vedayapalam, Nellore.
• Nature of soil: Hard strata
• Soil Bearing Capacity: 250 KN/m
2
• Wall thickness: 230mm
• Setbacks: 8m (front) and 7m (side, rear)
• No. of lifts: 2
• No. of escalators: 2
• No. of staircases: 2
• No. of toilets: 2 (ladies), 2 (gents) in each floor
• Synthetic water tanks on roof top
• Fire safety: 4 fire hoses in each floor
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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4.2 Site plan
ALL DIMENSIONS ARE IN METER S
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
10
4.2 Site plan
ALL DIMENSIONS ARE IN METER S
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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4.3 Basement parking
ALL DIMENSIONS ARE IN METERS
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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4.3 Basement parking
ALL DIMENSIONS ARE IN METERS
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
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4.4 Parking plan
ALL DIMENSIONS ARE IN METERS
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
12
4.4 Parking plan
ALL DIMENSIONS ARE IN METERS
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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4.5 Ground floor plan
ALL DIMENSIONS ARE IN METERS
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13
4.5 Ground floor plan
ALL DIMENSIONS ARE IN METERS
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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4.6 First floor plan
ALL DIMENSIONS ARE IN METERS
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14
4.6 First floor plan
ALL DIMENSIONS ARE IN METERS
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
15
4.7 Second floor plan
ALL DIMENSIONS ARE IN METERS
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
15
4.7 Second floor plan
ALL DIMENSIONS ARE IN METERS
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
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16
4.8 Third floor plan
ALL DIMENSIONS ARE IN METERS
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
16
4.8 Third floor plan
ALL DIMENSIONS ARE IN METERS
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
17
4.9 Fourth floor plan
ALL DIMENSIONS ARE IN METERS
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
17
4.9 Fourth floor plan
ALL DIMENSIONS ARE IN METERS
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
18
4.10 Fifth floor plan
ALL DIMENSIONS ARE IN METERS
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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4.10 Fifth floor plan
ALL DIMENSIONS ARE IN METERS
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
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19
4.11 Roof top plan
ALL DIMENSIONS ARE IN METERS
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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4.11 Roof top plan
ALL DIMENSIONS ARE IN METERS
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
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4.12 Column layout plan
ALL DIMENSIONS ARE IN METERS
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
20
4.12 Column layout plan
ALL DIMENSIONS ARE IN METERS
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
21
CHAPTER- 5
ANALYSIS OF G+5 BUILDING USING STAAD PRO
5.1 MANUAL LOAD CALCULATIONS :
1) 230 mm wall load = width of wall (height of floor – beam depth)× density of brick
= 0.23 [3-0.42] 20
= 11.86 ≅ 12 KN/m
2) 115 mm wall load = 0.115 (3 – 0.42)20
= 5.934 ≅ 6 KN/m
3) Balcony and parapet
Wall load = width of wall × height of wall × density of brick
= 0.115 × 1.2 × 20
= 2.76 ≅ 3 KN/m
4) 150 mm RCC wall load at water tank
= width of wall × height of the wall × density of concrete
= 0.15 × 1.5 × 25
= 5.625 KN/m
5) Lift
At 1.2m height = 0.23 × 1.2 × 20
= 5.25 KN/m
At 2.1m height = 0.23 × 2.1 × 20
= 9.66 KN/m
6) Stair case
Dead load =
??????×8
2
=
5.46×8
2
= 21.84 KN/m
Live load =
??????×4
2
=
5.46×4
2
= 10.92 KN/m
7) Escalator
Dead load =
??????×8
2
=
6.82×8
2
= 27.28 KN/m
=
??????×8
2
=
8.73×8
2
= 24.92 KN/m
Live load =
??????×4
2
=
6.82×4
2
= 13.64 KN/m
=
??????×4
2
=
8.73×4
2
= 17.46 KN/m
8) Floor load
Slab load, 150 mm slab = thickness of slab × unit area × Density of concrete
= 0.15 × 1 × 25
= 3.75 KN/m
2
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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CHAPTER- 5
ANALYSIS OF G+5 BUILDING USING STAAD PRO
5.1 MANUAL LOAD CALCULATIONS :
1) 230 mm wall load = width of wall (height of floor – beam depth)× density of brick
= 0.23 [3-0.42] 20
= 11.86 ≅ 12 KN/m
2) 115 mm wall load = 0.115 (3 – 0.42)20
= 5.934 ≅ 6 KN/m
3) Balcony and parapet
Wall load = width of wall × height of wall × density of brick
= 0.115 × 1.2 × 20
= 2.76 ≅ 3 KN/m
4) 150 mm RCC wall load at water tank
= width of wall × height of the wall × density of concrete
= 0.15 × 1.5 × 25
= 5.625 KN/m
5) Lift
At 1.2m height = 0.23 × 1.2 × 20
= 5.25 KN/m
At 2.1m height = 0.23 × 2.1 × 20
= 9.66 KN/m
6) Stair case
Dead load =
??????×8
2
=
5.46×8
2
= 21.84 KN/m
Live load =
??????×4
2
=
5.46×4
2
= 10.92 KN/m
7) Escalator
Dead load =
??????×8
2
=
6.82×8
2
= 27.28 KN/m
=
??????×8
2
=
8.73×8
2
= 24.92 KN/m
Live load =
??????×4
2
=
6.82×4
2
= 13.64 KN/m
=
??????×4
2
=
8.73×4
2
= 17.46 KN/m
8) Floor load
Slab load, 150 mm slab = thickness of slab × unit area × Density of concrete
= 0.15 × 1 × 25
= 3.75 KN/m
2
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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Floor finish = 1.5 KN/m
2
Total load = 5.25 KN/m
2
125 mm slab at head rooms = 0.125 × 1 × 25
= 3.125 KN/m
2
Floor finish = 1.5 KN/m
2
= 4.625 KN/m
2
Live loads:
Live load on typical floors = 5 KN/m
2
Live loads on terrace = 2 KN/m
2
Live loads on lift at 1.2 m height = 10 KN/m
2
Live loads on lift at head room top = 0.75 KN/m
2
Live loads on stair case head room top = 0.75 KN/m
2
Live loads on water tank = 8 KN/m
2
5.1.1 General
The layout from AutoCAD is transferred to STAAD Pro using a DXF file. The
elevation is then created by using Translational Repeat tool.
Fig 5.1 Plan of the structure
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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Floor finish = 1.5 KN/m
2
Total load = 5.25 KN/m
2
125 mm slab at head rooms = 0.125 × 1 × 25
= 3.125 KN/m
2
Floor finish = 1.5 KN/m
2
= 4.625 KN/m
2
Live loads:
Live load on typical floors = 5 KN/m
2
Live loads on terrace = 2 KN/m
2
Live loads on lift at 1.2 m height = 10 KN/m
2
Live loads on lift at head room top = 0.75 KN/m
2
Live loads on stair case head room top = 0.75 KN/m
2
Live loads on water tank = 8 KN/m
2
5.1.1 General
The layout from AutoCAD is transferred to STAAD Pro using a DXF file. The
elevation is then created by using Translational Repeat tool.
Fig 5.1 Plan of the structure
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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The above figure shows the beam and column layout that has been transferred from
AutoCAD. The total width of the building is 38.0 m while the lengths around 50.0 m.
The figure also shows the X, Y, Z direction. Here Y direction is taken as the vertical
component. The X,Y,Z coordinate system is also the same as coordinate system used in
AutoCAD.
Fig 5.2 Elevation of the structure
Table 5.1 Structural details
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
23
The above figure shows the beam and column layout that has been transferred from
AutoCAD. The total width of the building is 38.0 m while the lengths around 50.0 m.
The figure also shows the X, Y, Z direction. Here Y direction is taken as the vertical
component. The X,Y,Z coordinate system is also the same as coordinate system used in
AutoCAD.
Fig 5.2 Elevation of the structure
Table 5.1 Structural details
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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5.2 GENERATION OF MEMBER AND MEMBER PROPERTY
Fig 5.3 Generation of Member and Member Property
STAAD Pro can be used to create various different geometry for the members, these
include:
• Circle
• Rectangle
• TEE
• Trapezoidal
• General
• Tapered I (Steel Section)
• Tapered Tube (Steel Section)
• Assign Profile
By using the Property Defining window we can generate the member property in
STAAD Pro. The member section is selected and the dimensions are specified. The
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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5.2 GENERATION OF MEMBER AND MEMBER PROPERTY
Fig 5.3 Generation of Member and Member Property
STAAD Pro can be used to create various different geometry for the members, these
include:
• Circle
• Rectangle
• TEE
• Trapezoidal
• General
• Tapered I (Steel Section)
• Tapered Tube (Steel Section)
• Assign Profile
By using the Property Defining window we can generate the member property in
STAAD Pro. The member section is selected and the dimensions are specified. The
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
25
beams have cross-section of 0.23 m x 0.45 m, 0.60 m x 0.45 m, 0.60 x 0.23m, 0.75 x
0.23m and the columns have a cross section of 0.45m x 0.45m, 0.52m x 0.30m, 0.65
x0.45m, 0.60 x 0.60m, 0.75 x 0.75m.
5.3 CREATION OF SUPPORTS
All the columns have been assigned fixed support using the STAAD pro Support creator
and have been assigned accordingly. Fixed Supports have restricted movements in all
directions as well there is restricted moment. This means FX FY FZ MX MZ MY all will
have some values.
Fig 5.4 Support Generation for the Structure.
STAAD Pro can be used to create a number of different supports for various
cases which include:
• Fixed
• Pinned
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
25
beams have cross-section of 0.23 m x 0.45 m, 0.60 m x 0.45 m, 0.60 x 0.23m, 0.75 x
0.23m and the columns have a cross section of 0.45m x 0.45m, 0.52m x 0.30m, 0.65
x0.45m, 0.60 x 0.60m, 0.75 x 0.75m.
5.3 CREATION OF SUPPORTS
All the columns have been assigned fixed support using the STAAD pro Support creator
and have been assigned accordingly. Fixed Supports have restricted movements in all
directions as well there is restricted moment. This means FX FY FZ MX MZ MY all will
have some values.
Fig 5.4 Support Generation for the Structure.
STAAD Pro can be used to create a number of different supports for various
cases which include:
• Fixed
• Pinned
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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• Fixed But
• Enforced
• Enforced But
• Multilinear Spring
• Foundation
• Inclined
• Tension/Compression Springs
Our entire structure is of Fixed supports.
5.4 MATERIALS
The materials for the structure are selected as concrete with their property and
constants as per IS Codes.
5.5 LOADING
The loading that has been considered on the structure are as follows
• Self-Weight
• Dead Load
• Live Load
• Load Combinations
5.5.1 Self-Weight
It is the weight of the entire structure generated by STAAD Pro itself with the Self
Weight Command. Self-weight = 1 KN/mm
2
5.5.2 Dead Load from Slab
Dead load from the slab can be generated by STAAD Pro itself by specifying the Slab
Thickness and the load on the floor per Sqm.
This was found out to be 6KN/sqm.
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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• Fixed But
• Enforced
• Enforced But
• Multilinear Spring
• Foundation
• Inclined
• Tension/Compression Springs
Our entire structure is of Fixed supports.
5.4 MATERIALS
The materials for the structure are selected as concrete with their property and
constants as per IS Codes.
5.5 LOADING
The loading that has been considered on the structure are as follows
• Self-Weight
• Dead Load
• Live Load
• Load Combinations
5.5.1 Self-Weight
It is the weight of the entire structure generated by STAAD Pro itself with the Self
Weight Command. Self-weight = 1 KN/mm
2
5.5.2 Dead Load from Slab
Dead load from the slab can be generated by STAAD Pro itself by specifying the Slab
Thickness and the load on the floor per Sqm.
This was found out to be 6KN/sqm.
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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Fig 5.5 Dead load acting on the structure
5.5.3 Live Load
The live load acting on each floor was considered to be 5KN/ sqm. The live load
is generated in the same way as dead load.
Fig 5.6 Live load on the structure
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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Fig 5.5 Dead load acting on the structure
5.5.3 Live Load
The live load acting on each floor was considered to be 5KN/ sqm. The live load
is generated in the same way as dead load.
Fig 5.6 Live load on the structure
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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Fig 5.7 Live load on the structure
5.5.4 Load Combinations
Fig 5.8 Load combinations of the structure
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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Fig 5.7 Live load on the structure
5.5.4 Load Combinations
Fig 5.8 Load combinations of the structure
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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This shows the load combinations of the commercial building which cannot be
seen with human naked eye and is taken from the staad pro software. The dead
and live load occurs due to various reasons such as loadings, wind directions etc.
Fig 5.9 Load combinations of the structure
5.5.5 Axial forces and Shear
Fig 5.10 Axial force on the structure
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
29
This shows the load combinations of the commercial building which cannot be
seen with human naked eye and is taken from the staad pro software. The dead
and live load occurs due to various reasons such as loadings, wind directions etc.
Fig 5.9 Load combinations of the structure
5.5.5 Axial forces and Shear
Fig 5.10 Axial force on the structure
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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This shows the possible shear and axial of the commercial building which cannot be
seen with human naked eye and is taken from the staad pro software. The shear and
axial occurs due to various reasons such as loadings, wind directions etc.
Fig 5.11 Shear of the structure
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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This shows the possible shear and axial of the commercial building which cannot be
seen with human naked eye and is taken from the staad pro software. The shear and
axial occurs due to various reasons such as loadings, wind directions etc.
Fig 5.11 Shear of the structure
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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5.5.6 Shear and torsion
Fig 5.12 Shear and torsion of structure
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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5.5.6 Shear and torsion
Fig 5.12 Shear and torsion of structure
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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5.5.7 Bending moments
Fig 5.13 Bending moments of the structure
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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5.5.7 Bending moments
Fig 5.13 Bending moments of the structure
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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5.5.8 Beam stresses and deflections
Fig 5.14 Beam stresses and deflections of the structure
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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5.5.8 Beam stresses and deflections
Fig 5.14 Beam stresses and deflections of the structure
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
34
5.5.9 Rendered view of the structure
Fig 5.15 3D view of the structure
The structure has to be analysed for load combinations considering all the previous
loads in proper ratio. These combinations are generated by the inbuilt auto- load
generator for various load combinations as per IS Codes. The Various Load
Combinations used are as follows:
1. 1 X(DL+LL)
2. 1.5X(DL+LL)
3. 3 X(DL+LL)
4. DL+1.5 LL
5. 1.2 DL+1.2 LL
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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5.5.9 Rendered view of the structure
Fig 5.15 3D view of the structure
The structure has to be analysed for load combinations considering all the previous
loads in proper ratio. These combinations are generated by the inbuilt auto- load
generator for various load combinations as per IS Codes. The Various Load
Combinations used are as follows:
1. 1 X(DL+LL)
2. 1.5X(DL+LL)
3. 3 X(DL+LL)
4. DL+1.5 LL
5. 1.2 DL+1.2 LL
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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5.6 ANALYSIS OF THE STRUCTURE
The STAAD Pro Engine analyses the structure based on the loads and member property
defined. This engine has the capacity to analyse each and every member of the structure
and let the designer know if any changes are required in the structure for a safe and
efficient design.
Fig 5.16. Analysing and design window
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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5.6 ANALYSIS OF THE STRUCTURE
The STAAD Pro Engine analyses the structure based on the loads and member property
defined. This engine has the capacity to analyse each and every member of the structure
and let the designer know if any changes are required in the structure for a safe and
efficient design.
Fig 5.16. Analysing and design window
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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CHAPTER- 6
DESIGN OF G+5 STRUCTURE USING STAAD PRO
6.1 GENERAL
After the STAAD Pro has completed analysing the whole structure, we can now proceed
to the design part of the structure. STAAD Pro can design a structure for various types of
materials like Steel, Concrete, Aluminium & Timber. We will choose RCC or Reinforced
Cement Concrete for designing our structure. After Completion of the analysis, we go
back to the modelling mode and click on the Design Tab where we select concrete as the
material. Once that is done, we select the Design Code which is to be followed. We select
IS 456.
Once that is done, we select the various members to be designed such as columns, beams
slabs etc. After that we specify the design parameters according to our wish, otherwise
STAAD will carry out the design as per the specified Design Code.
Once all the parameter and data are entered into the STAAD engine, we run the analysis
again so as to get the design values.
After the completion of the analysis, we get the design values for the various members in
the form of a written data. to get the entire schedule of a member we have to just click the
member and we will get the schedule for that particular member.
Various Design parameters can be entered as per the users command. These include the
cover, reinforcement grade, maximum and minimum bar size, design for torsion,
eccentricity etc. If not entered the values will be taken as default by the STAAD engine
as per the Codal Provisions.
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
36
CHAPTER- 6
DESIGN OF G+5 STRUCTURE USING STAAD PRO
6.1 GENERAL
After the STAAD Pro has completed analysing the whole structure, we can now proceed
to the design part of the structure. STAAD Pro can design a structure for various types of
materials like Steel, Concrete, Aluminium & Timber. We will choose RCC or Reinforced
Cement Concrete for designing our structure. After Completion of the analysis, we go
back to the modelling mode and click on the Design Tab where we select concrete as the
material. Once that is done, we select the Design Code which is to be followed. We select
IS 456.
Once that is done, we select the various members to be designed such as columns, beams
slabs etc. After that we specify the design parameters according to our wish, otherwise
STAAD will carry out the design as per the specified Design Code.
Once all the parameter and data are entered into the STAAD engine, we run the analysis
again so as to get the design values.
After the completion of the analysis, we get the design values for the various members in
the form of a written data. to get the entire schedule of a member we have to just click the
member and we will get the schedule for that particular member.
Various Design parameters can be entered as per the users command. These include the
cover, reinforcement grade, maximum and minimum bar size, design for torsion,
eccentricity etc. If not entered the values will be taken as default by the STAAD engine
as per the Codal Provisions.
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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Fig 6.1 Assigning of Design Parameters to the whole structure
Fig 6.2 Input of Design Parameters into STAAD Pro
Various Design parameters can be entered as per the users command. These include the
cover, reinforcement grade, maximum and minimum bar size, design for torsion,
eccentricity etc. If not entered the values will be taken as default by the STAAD engine
as per the Codal Provisions.
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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Fig 6.1 Assigning of Design Parameters to the whole structure
Fig 6.2 Input of Design Parameters into STAAD Pro
Various Design parameters can be entered as per the users command. These include the
cover, reinforcement grade, maximum and minimum bar size, design for torsion,
eccentricity etc. If not entered the values will be taken as default by the STAAD engine
as per the Codal Provisions.
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
38
CHAPTER -7
STAAD OUTPUT DATA
****************************************************
* *
* STAAD.Pro V8i SELECTseries4 *
* Version 20.07.09.31 *
* Proprietary Program of *
* Bentley Systems, Inc. *
* Date= JUL 16, 2021 *
* Time= 0:43: 5 *
* *
* USER ID: *
****************************************************
1. STAAD SPACE
INPUT FILE: project work.STD
2. START JOB INFORMATION
3. ENGINEER DATE 22-JUN-21
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 1 0 0 0; 2 5.23 0 0; 3 12.25 0 0; 4 17.21 0 0; 5 21.78 0 0; 6 26.75 0 0
9. 7 33.37 0 0; 8 37.77 0 0; 9 0 0 5.23; 10 5.23 0 5.23; 11 12.25 0 5.23
10. 12 21.78 0 5.23; 13 26.75 0 5.23; 14 33.37 0 5.23; 15 37.77 0 5.23
11. 16 0 0 8.46; 17 5.23 0 8.46; 18 12.25 0 8.46; 19 26.75 0 8.46; 20 33.37 0 8.46
12. 21 37.77 0 8.46; 22 16.32 0 13.5; 23 19.49 0 13.5; 24 22.49 0 13.5
13. 25 16.32 0 16.87; 26 19.49 0 16.87; 27 22.49 0 16.87; 28 0 0 18.07
14. 29 5.23 0 18.07; 30 12.25 0 18.07; 31 17.21 0 18.07; 32 21.78 0 18.07
15. 33 26.75 0 18.07; 34 33.37 0 18.07; 35 37.77 0 18.07; 36 0 0 24.89
16. 37 5.23 0 24.89; 38 12.25 0 24.89; 39 17.21 0 24.89; 40 21.78 0 24.89
17. 41 26.75 0 24.89; 42 33.37 0 24.89; 43 37.77 0 24.89; 44 0 0 33.62
18. 45 5.23 0 33.62; 46 12.25 0 33.62; 47 17.21 0 33.62; 48 21.78 0 33.62
19. 49 26.75 0 33.62; 50 33.37 0 33.62; 51 37.77 0 33.62; 52 0 0 41.32
20. 53 5.23 0 41.32; 54 12.25 0 41.32; 55 26.75 0 41.32; 56 33.37 0 41.32
21. 57 37.77 0 41.32; 58 0 0 44.55; 59 4.4 0 44.55; 60 12.25 0 44.55
22. 61 17.21 0 44.55; 62 21.78 0 44.55; 63 26.75 0 44.55; 64 33.37 0 44.55
23. 65 37.77 0 44.55; 66 0 0 49.78; 67 4.4 0 49.78; 68 12.25 0 49.78
24. 69 17.21 0 49.78; 70 21.78 0 49.78; 71 26.75 0 49.78; 72 33.37 0 49.78
25. 73 37.77 0 49.78; 1001 0 1.5 0; 1002 0 4.7 0; 1003 0 7.9 0; 1004 0 11.1 0
26. 1005 0 14.3 0; 1006 0 17.5 0; 1007 0 20.7 0; 1008 0 24 0; 1010 5.23 1.5 0
27. 1011 5.23 4.7 0; 1012 5.23 7.9 0; 1013 5.23 11.1 0; 1014 5.23 14.3 0
28. 1015 5.23 17.5 0; 1016 5.23 20.7 0; 1017 5.23 24 0; 1019 12.25 1.5 0
29. 1020 12.25 4.7 0; 1021 12.25 7.9 0; 1022 12.25 11.1 0; 1023 12.25 14.3 0
30. 1024 12.25 17.5 0; 1025 12.25 20.7 0; 1027 17.21 1.5 0; 1028 17.21 4.7 0
31. 1029 17.21 7.9 0; 1030 17.21 11.1 0; 1031 17.21 14.3 0; 1032 1 7.21 17.5 0
32. 1033 17.21 20.7 0; 1034 19.9 4.7 0; 1035 19.9 7.9 0; 1036 19.9 11.1 0
33. 1037 19.9 17.5 0; 1038 19.9 14.3 0; 1039 19.9 20.7 0; 1041 21.78 1.5 0
34. 1042 21.78 4.7 0; 1043 21.78 7.9 0; 1044 21.78 11.1 0; 1045 21.78 14.3 0
35. 1046 21.78 17.5 0; 1047 21.78 20.7 0; 1049 26.75 1.5 0; 1050 26.75 4.7 0
36. 1051 26.75 7.9 0; 1052 26.75 11.1 0; 1053 26.75 14.3 0; 1054 26.75 17.5 0
37. 1055 26.75 20.7 0; 1057 33.37 1.5 0; 1058 33.37 4.7 0; 1059 33.37 7.9 0
38. 1060 33.37 11.1 0; 1061 33.37 14.3 0; 1 062 33.37 17.5 0; 1063 33.37 20.7 0
39. 1064 33.37 24 0; 1066 37.77 1.5 0; 1067 37.77 4.7 0; 1068 37.77 7.9 0
40. 1069 37.77 11.1 0; 1070 37.77 14.3 0; 1071 37.77 17.5 0; 1072 37.77 20.7 0
41. 1073 37.77 24 0; 1075 0 1.5 5.23; 1076 0 4.7 5.23; 1077 0 7.9 5.23
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
38
CHAPTER -7
STAAD OUTPUT DATA
****************************************************
* *
* STAAD.Pro V8i SELECTseries4 *
* Version 20.07.09.31 *
* Proprietary Program of *
* Bentley Systems, Inc. *
* Date= JUL 16, 2021 *
* Time= 0:43: 5 *
* *
* USER ID: *
****************************************************
1. STAAD SPACE
INPUT FILE: project work.STD
2. START JOB INFORMATION
3. ENGINEER DATE 22-JUN-21
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 1 0 0 0; 2 5.23 0 0; 3 12.25 0 0; 4 17.21 0 0; 5 21.78 0 0; 6 26.75 0 0
9. 7 33.37 0 0; 8 37.77 0 0; 9 0 0 5.23; 10 5.23 0 5.23; 11 12.25 0 5.23
10. 12 21.78 0 5.23; 13 26.75 0 5.23; 14 33.37 0 5.23; 15 37.77 0 5.23
11. 16 0 0 8.46; 17 5.23 0 8.46; 18 12.25 0 8.46; 19 26.75 0 8.46; 20 33.37 0 8.46
12. 21 37.77 0 8.46; 22 16.32 0 13.5; 23 19.49 0 13.5; 24 22.49 0 13.5
13. 25 16.32 0 16.87; 26 19.49 0 16.87; 27 22.49 0 16.87; 28 0 0 18.07
14. 29 5.23 0 18.07; 30 12.25 0 18.07; 31 17.21 0 18.07; 32 21.78 0 18.07
15. 33 26.75 0 18.07; 34 33.37 0 18.07; 35 37.77 0 18.07; 36 0 0 24.89
16. 37 5.23 0 24.89; 38 12.25 0 24.89; 39 17.21 0 24.89; 40 21.78 0 24.89
17. 41 26.75 0 24.89; 42 33.37 0 24.89; 43 37.77 0 24.89; 44 0 0 33.62
18. 45 5.23 0 33.62; 46 12.25 0 33.62; 47 17.21 0 33.62; 48 21.78 0 33.62
19. 49 26.75 0 33.62; 50 33.37 0 33.62; 51 37.77 0 33.62; 52 0 0 41.32
20. 53 5.23 0 41.32; 54 12.25 0 41.32; 55 26.75 0 41.32; 56 33.37 0 41.32
21. 57 37.77 0 41.32; 58 0 0 44.55; 59 4.4 0 44.55; 60 12.25 0 44.55
22. 61 17.21 0 44.55; 62 21.78 0 44.55; 63 26.75 0 44.55; 64 33.37 0 44.55
23. 65 37.77 0 44.55; 66 0 0 49.78; 67 4.4 0 49.78; 68 12.25 0 49.78
24. 69 17.21 0 49.78; 70 21.78 0 49.78; 71 26.75 0 49.78; 72 33.37 0 49.78
25. 73 37.77 0 49.78; 1001 0 1.5 0; 1002 0 4.7 0; 1003 0 7.9 0; 1004 0 11.1 0
26. 1005 0 14.3 0; 1006 0 17.5 0; 1007 0 20.7 0; 1008 0 24 0; 1010 5.23 1.5 0
27. 1011 5.23 4.7 0; 1012 5.23 7.9 0; 1013 5.23 11.1 0; 1014 5.23 14.3 0
28. 1015 5.23 17.5 0; 1016 5.23 20.7 0; 1017 5.23 24 0; 1019 12.25 1.5 0
29. 1020 12.25 4.7 0; 1021 12.25 7.9 0; 1022 12.25 11.1 0; 1023 12.25 14.3 0
30. 1024 12.25 17.5 0; 1025 12.25 20.7 0; 1027 17.21 1.5 0; 1028 17.21 4.7 0
31. 1029 17.21 7.9 0; 1030 17.21 11.1 0; 1031 17.21 14.3 0; 1032 1 7.21 17.5 0
32. 1033 17.21 20.7 0; 1034 19.9 4.7 0; 1035 19.9 7.9 0; 1036 19.9 11.1 0
33. 1037 19.9 17.5 0; 1038 19.9 14.3 0; 1039 19.9 20.7 0; 1041 21.78 1.5 0
34. 1042 21.78 4.7 0; 1043 21.78 7.9 0; 1044 21.78 11.1 0; 1045 21.78 14.3 0
35. 1046 21.78 17.5 0; 1047 21.78 20.7 0; 1049 26.75 1.5 0; 1050 26.75 4.7 0
36. 1051 26.75 7.9 0; 1052 26.75 11.1 0; 1053 26.75 14.3 0; 1054 26.75 17.5 0
37. 1055 26.75 20.7 0; 1057 33.37 1.5 0; 1058 33.37 4.7 0; 1059 33.37 7.9 0
38. 1060 33.37 11.1 0; 1061 33.37 14.3 0; 1 062 33.37 17.5 0; 1063 33.37 20.7 0
39. 1064 33.37 24 0; 1066 37.77 1.5 0; 1067 37.77 4.7 0; 1068 37.77 7.9 0
40. 1069 37.77 11.1 0; 1070 37.77 14.3 0; 1071 37.77 17.5 0; 1072 37.77 20.7 0
41. 1073 37.77 24 0; 1075 0 1.5 5.23; 1076 0 4.7 5.23; 1077 0 7.9 5.23
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
39
42. 1078 0 11.1 5.23; 1079 0 14.3 5.23; 1080 0 17.5 5.23; 1081 0 20.7 5.23
43. 1082 0 24 5.23; 1084 5.23 1.5 5.23; 1085 5.23 4.7 5.23; 1086 5.23 7.9 5.23
44. 1087 5.23 11.1 5.23; 1088 5.23 14.3 5.23; 1089 5.23 17.5 5.23
45. 1090 5.23 20.7 5.23; 1091 5 .23 24 5.23; 1093 12.25 1.5 5.23
46. 1094 12.25 4.7 5.23; 1095 12.25 7.9 5.23; 1096 12.25 11.1 5.23
47. 1097 12.25 14.3 5.23; 1098 12.25 17.5 5.23; 1099 12.25 20.7 5.23
48. 1100 19.9 4.7 5.23; 1101 19.9 7.9 5.23; 1102 19.9 11.1 5.23
49. 1103 19.9 17.5 5.23 ; 1104 19.9 14.3 5.23; 1105 19.9 20.7 5.23
50. 1107 21.78 1.5 5.23; 1108 21.78 4.7 5.23; 1109 21.78 7.9 5.23
51. 1110 21.78 11.1 5.23; 1111 21.78 14.3 5.23; 1112 21.78 17.5 5.23
52. 1113 21.78 20.7 5.23; 1115 26.75 1.5 5.23; 1116 26.75 4.7 5.23
53. 1117 26.75 7.9 5.23; 1118 26.75 11.1 5.23; 1119 26.75 14.3 5.23
54. 1120 26.75 17.5 5.23; 1121 26.75 20.7 5.23; 1123 33.37 1.5 5.23
55. 1124 33.37 4.7 5.23; 1125 33.37 7.9 5.23; 1126 33.37 11.1 5.23
56. 1127 33.37 14.3 5.23; 1128 33.37 17.5 5.23; 1129 33.37 20.7 5.23
57. 1130 33.37 24 5.23; 1132 37.77 1.5 5.23; 1133 37.77 4.7 5.23
58. 1134 37.77 7.9 5.23; 1135 37.77 11.1 5.23; 1136 37.77 14.3 5.23
59. 1137 37.77 17.5 5.23; 1138 37.77 20.7 5.23; 1139 37.77 24 5.23
60. 1141 0 1.5 8.46; 1142 0 4.7 8.46; 1143 0 7.9 8. 46; 1144 0 11.1 8.46
61. 1145 0 14.3 8.46; 1146 0 17.5 8.46; 1147 0 20.7 8.46; 1149 5.23 1.5 8.46
62. 1150 5.23 4.7 8.46; 1151 5.23 7.9 8.46; 1152 5.23 11.1 8.46
63. 1153 5.23 14.3 8.46; 1154 5.23 17.5 8.46; 1155 5.23 20.7 8.46
64. 1157 12.25 1.5 8.46; 115 8 12.25 4.7 8.46; 1159 12.25 7.9 8.46
65. 1160 12.25 11.1 8.46; 1161 12.25 14.3 8.46; 1162 12.25 17.5 8.46
66. 1163 12.25 20.7 8.46; 1164 16.32 4.7 8.46; 1165 16.32 7.9 8.46
67. 1166 16.32 11.1 8.46; 1167 16.32 14.3 8.46; 1168 16.32 17.5 8.46
68. 1169 16.32 20.7 8.46; 1170 19.49 4.7 8.46; 1171 19.49 7.9 8.46
69. 1172 19.49 11.1 8.46; 1173 19.49 14.3 8.46; 1174 19.49 17.5 8.46
70. 1175 19.49 20.7 8.46; 1176 21.78 4.7 8.46; 1177 21.78 7.9 8.46
71. 1178 21.78 11.1 8.46; 1179 21.78 14.3 8.46; 1180 21.78 17.5 8. 46
72. 1181 21.78 20.7 8.46; 1182 22.49 4.7 8.46; 1183 22.49 7.9 8.46
73. 1184 22.49 11.1 8.46; 1185 22.49 14.3 8.46; 1186 22.49 17.5 8.46
74. 1187 22.49 20.7 8.46; 1189 26.75 1.5 8.46; 1190 26.75 4.7 8.46
75. 1191 26.75 7.9 8.46; 1192 26.75 11.1 8.46; 119 3 26.75 14.3 8.46
76. 1194 26.75 17.5 8.46; 1195 26.75 20.7 8.46; 1197 33.37 1.5 8.46
77. 1198 33.37 4.7 8.46; 1199 33.37 7.9 8.46; 1200 33.37 11.1 8.46
78. 1201 33.37 14.3 8.46; 1202 33.37 17.5 8.46; 1203 33.37 20.7 8.46
79. 1205 37.77 1.5 8.46; 1206 37.7 7 4.7 8.46; 1207 37.77 7.9 8.46
80. 1208 37.77 11.1 8.46; 1209 37.77 14.3 8.46; 1210 37.77 17.5 8.46
81. 1211 37.77 20.7 8.46; 1213 16.32 1.5 13.5; 1214 16.32 4.7 13.5
82. 1215 16.32 7.9 13.5; 1216 16.32 11.1 13.5; 1217 16.32 14.3 13.5
83. 1218 16.32 17.5 13.5; 1219 16.32 20.7 13.5; 1220 16.32 24 13.5
84. 1221 16.32 21.9 13.5; 1223 19.49 1.5 13.5; 1224 19.49 4.7 13.5
85. 1225 19.49 7.9 13.5; 1226 19.49 11.1 13.5; 1227 19.49 14.3 13.5
86. 1228 19.49 17.5 13.5; 1229 19.49 20.7 13.5; 1230 19.49 24 13.5
87. 1231 19.49 21.9 13.5; 1233 22.49 1.5 13.5; 1234 22.49 4.7 13.5
88. 1235 22.49 7.9 13.5; 1236 22.49 11.1 13.5; 1237 22.49 14.3 13.5
89. 1238 22.49 17.5 13.5; 1239 22.49 20.7 13.5; 1240 22.49 24 13.5
90. 1241 22.49 21.9 13.5; 1243 16.32 1.5 16.87; 1244 16.32 4. 7 16.87
91. 1245 16.32 7.9 16.87; 1246 16.32 11.1 16.87; 1247 16.32 14.3 16.87
92. 1248 16.32 17.5 16.87; 1249 16.32 20.7 16.87; 1250 16.32 24 16.87
93. 1251 16.32 21.9 16.87; 1253 19.49 1.5 16.87; 1254 19.49 4.7 16.87
94. 1255 19.49 7.9 16.87; 1256 19.49 11.1 16.87; 1257 19.49 14.3 16.87
95. 1258 19.49 17.5 16.87; 1259 19.49 20.7 16.87; 1260 19.49 24 16.87
96. 1261 19.49 21.9 16.87; 1263 22.49 1.5 16.87; 1264 22.49 4.7 16.87
97. 1265 22.49 7.9 16.87; 1266 22.49 11.1 16.87; 1267 22.49 14.3 16.87
98. 1268 22.49 17.5 16.87; 1269 22.49 20.7 16.87; 1270 22.49 24 16.87
99. 1271 22.49 21.9 16.87; 1273 0 1.5 18.07; 1274 0 4.7 18.07; 1275 0 7.9 18.07
100. 1276 0 11.1 18.07; 1277 0 14.3 18.07; 1278 0 17.5 18.07; 1279 0 20.7 18.07
101. 1281 5.23 1.5 18.07; 1282 5.23 4 .7 18.07; 1283 5.23 7.9 18.07
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
39
42. 1078 0 11.1 5.23; 1079 0 14.3 5.23; 1080 0 17.5 5.23; 1081 0 20.7 5.23
43. 1082 0 24 5.23; 1084 5.23 1.5 5.23; 1085 5.23 4.7 5.23; 1086 5.23 7.9 5.23
44. 1087 5.23 11.1 5.23; 1088 5.23 14.3 5.23; 1089 5.23 17.5 5.23
45. 1090 5.23 20.7 5.23; 1091 5 .23 24 5.23; 1093 12.25 1.5 5.23
46. 1094 12.25 4.7 5.23; 1095 12.25 7.9 5.23; 1096 12.25 11.1 5.23
47. 1097 12.25 14.3 5.23; 1098 12.25 17.5 5.23; 1099 12.25 20.7 5.23
48. 1100 19.9 4.7 5.23; 1101 19.9 7.9 5.23; 1102 19.9 11.1 5.23
49. 1103 19.9 17.5 5.23 ; 1104 19.9 14.3 5.23; 1105 19.9 20.7 5.23
50. 1107 21.78 1.5 5.23; 1108 21.78 4.7 5.23; 1109 21.78 7.9 5.23
51. 1110 21.78 11.1 5.23; 1111 21.78 14.3 5.23; 1112 21.78 17.5 5.23
52. 1113 21.78 20.7 5.23; 1115 26.75 1.5 5.23; 1116 26.75 4.7 5.23
53. 1117 26.75 7.9 5.23; 1118 26.75 11.1 5.23; 1119 26.75 14.3 5.23
54. 1120 26.75 17.5 5.23; 1121 26.75 20.7 5.23; 1123 33.37 1.5 5.23
55. 1124 33.37 4.7 5.23; 1125 33.37 7.9 5.23; 1126 33.37 11.1 5.23
56. 1127 33.37 14.3 5.23; 1128 33.37 17.5 5.23; 1129 33.37 20.7 5.23
57. 1130 33.37 24 5.23; 1132 37.77 1.5 5.23; 1133 37.77 4.7 5.23
58. 1134 37.77 7.9 5.23; 1135 37.77 11.1 5.23; 1136 37.77 14.3 5.23
59. 1137 37.77 17.5 5.23; 1138 37.77 20.7 5.23; 1139 37.77 24 5.23
60. 1141 0 1.5 8.46; 1142 0 4.7 8.46; 1143 0 7.9 8. 46; 1144 0 11.1 8.46
61. 1145 0 14.3 8.46; 1146 0 17.5 8.46; 1147 0 20.7 8.46; 1149 5.23 1.5 8.46
62. 1150 5.23 4.7 8.46; 1151 5.23 7.9 8.46; 1152 5.23 11.1 8.46
63. 1153 5.23 14.3 8.46; 1154 5.23 17.5 8.46; 1155 5.23 20.7 8.46
64. 1157 12.25 1.5 8.46; 115 8 12.25 4.7 8.46; 1159 12.25 7.9 8.46
65. 1160 12.25 11.1 8.46; 1161 12.25 14.3 8.46; 1162 12.25 17.5 8.46
66. 1163 12.25 20.7 8.46; 1164 16.32 4.7 8.46; 1165 16.32 7.9 8.46
67. 1166 16.32 11.1 8.46; 1167 16.32 14.3 8.46; 1168 16.32 17.5 8.46
68. 1169 16.32 20.7 8.46; 1170 19.49 4.7 8.46; 1171 19.49 7.9 8.46
69. 1172 19.49 11.1 8.46; 1173 19.49 14.3 8.46; 1174 19.49 17.5 8.46
70. 1175 19.49 20.7 8.46; 1176 21.78 4.7 8.46; 1177 21.78 7.9 8.46
71. 1178 21.78 11.1 8.46; 1179 21.78 14.3 8.46; 1180 21.78 17.5 8. 46
72. 1181 21.78 20.7 8.46; 1182 22.49 4.7 8.46; 1183 22.49 7.9 8.46
73. 1184 22.49 11.1 8.46; 1185 22.49 14.3 8.46; 1186 22.49 17.5 8.46
74. 1187 22.49 20.7 8.46; 1189 26.75 1.5 8.46; 1190 26.75 4.7 8.46
75. 1191 26.75 7.9 8.46; 1192 26.75 11.1 8.46; 119 3 26.75 14.3 8.46
76. 1194 26.75 17.5 8.46; 1195 26.75 20.7 8.46; 1197 33.37 1.5 8.46
77. 1198 33.37 4.7 8.46; 1199 33.37 7.9 8.46; 1200 33.37 11.1 8.46
78. 1201 33.37 14.3 8.46; 1202 33.37 17.5 8.46; 1203 33.37 20.7 8.46
79. 1205 37.77 1.5 8.46; 1206 37.7 7 4.7 8.46; 1207 37.77 7.9 8.46
80. 1208 37.77 11.1 8.46; 1209 37.77 14.3 8.46; 1210 37.77 17.5 8.46
81. 1211 37.77 20.7 8.46; 1213 16.32 1.5 13.5; 1214 16.32 4.7 13.5
82. 1215 16.32 7.9 13.5; 1216 16.32 11.1 13.5; 1217 16.32 14.3 13.5
83. 1218 16.32 17.5 13.5; 1219 16.32 20.7 13.5; 1220 16.32 24 13.5
84. 1221 16.32 21.9 13.5; 1223 19.49 1.5 13.5; 1224 19.49 4.7 13.5
85. 1225 19.49 7.9 13.5; 1226 19.49 11.1 13.5; 1227 19.49 14.3 13.5
86. 1228 19.49 17.5 13.5; 1229 19.49 20.7 13.5; 1230 19.49 24 13.5
87. 1231 19.49 21.9 13.5; 1233 22.49 1.5 13.5; 1234 22.49 4.7 13.5
88. 1235 22.49 7.9 13.5; 1236 22.49 11.1 13.5; 1237 22.49 14.3 13.5
89. 1238 22.49 17.5 13.5; 1239 22.49 20.7 13.5; 1240 22.49 24 13.5
90. 1241 22.49 21.9 13.5; 1243 16.32 1.5 16.87; 1244 16.32 4. 7 16.87
91. 1245 16.32 7.9 16.87; 1246 16.32 11.1 16.87; 1247 16.32 14.3 16.87
92. 1248 16.32 17.5 16.87; 1249 16.32 20.7 16.87; 1250 16.32 24 16.87
93. 1251 16.32 21.9 16.87; 1253 19.49 1.5 16.87; 1254 19.49 4.7 16.87
94. 1255 19.49 7.9 16.87; 1256 19.49 11.1 16.87; 1257 19.49 14.3 16.87
95. 1258 19.49 17.5 16.87; 1259 19.49 20.7 16.87; 1260 19.49 24 16.87
96. 1261 19.49 21.9 16.87; 1263 22.49 1.5 16.87; 1264 22.49 4.7 16.87
97. 1265 22.49 7.9 16.87; 1266 22.49 11.1 16.87; 1267 22.49 14.3 16.87
98. 1268 22.49 17.5 16.87; 1269 22.49 20.7 16.87; 1270 22.49 24 16.87
99. 1271 22.49 21.9 16.87; 1273 0 1.5 18.07; 1274 0 4.7 18.07; 1275 0 7.9 18.07
100. 1276 0 11.1 18.07; 1277 0 14.3 18.07; 1278 0 17.5 18.07; 1279 0 20.7 18.07
101. 1281 5.23 1.5 18.07; 1282 5.23 4 .7 18.07; 1283 5.23 7.9 18.07
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
40
102. 1284 5.23 11.1 18.07; 1285 5.23 14.3 18.07; 1286 5.23 17.5 18.07
103. 1287 5.23 20.7 18.07; 1289 12.25 1.5 18.07; 1290 12.25 4.7 18.07
104. 1291 12.25 7.9 18.07; 1292 12.25 11.1 18.07; 1293 12.25 14.3 18.07
105. 1294 12.25 17.5 18.07; 1295 12.25 20.7 18.07; 1296 16.32 4.7 18.07
106. 1297 16.32 7.9 18.07; 1298 16.32 11.1 18.07; 1299 16.32 14.3 18.07
107. 1300 16.32 17.5 18.07; 1301 16.32 20.7 18.07; 1303 17.21 1.5 18.07
108. 1304 17.21 4.7 18.07; 1305 17.21 7.9 18.07; 1306 17.21 11.1 18.07
109. 1307 17.21 14.3 18.07; 1308 17.21 17.5 18.07; 1309 17.21 20.7 18.07
110. 1310 19.49 4.7 18.07; 1311 19.49 7.9 18.07; 1312 19.49 11.1 18.07
111. 1313 19.49 14.3 18.07; 1314 19.49 17.5 18.07; 1315 19.49 20.7 18.07
112. 1317 21.78 1.5 18 .07; 1318 21.78 4.7 18.07; 1319 21.78 7.9 18.07
113. 1320 21.78 11.1 18.07; 1321 21.78 14.3 18.07; 1322 21.78 17.5 18.07
114. 1323 21.78 20.7 18.07; 1324 22.49 4.7 18.07; 1325 22.49 7.9 18.07
115. 1326 22.49 11.1 18.07; 1327 22.49 14.3 18.07; 1328 22.49 17 .5 18.07
116. 1329 22.49 20.7 18.07; 1331 26.75 1.5 18.07; 1332 26.75 4.7 18.07
117. 1333 26.75 7.9 18.07; 1334 26.75 11.1 18.07; 1335 26.75 14.3 18.07
118. 1336 26.75 17.5 18.07; 1337 26.75 20.7 18.07; 1339 33.37 1.5 18.07
119. 1340 33.37 4.7 18.07; 1341 33.37 7.9 18.07; 1342 33.37 11.1 18.07
120. 1343 33.37 14.3 18.07; 1344 33.37 17.5 18.07; 1345 33.37 20.7 18.07
121. 1347 37.77 1.5 18.07; 1348 37.77 4.7 18.07; 1349 37.77 7.9 18.07
122. 1350 37.77 11.1 18.07; 1351 37.77 14.3 18.07; 1352 37.77 17.5 18.07
123. 1353 37.77 20.7 18.07; 1355 0 1.5 24.89; 1356 0 4.7 24.89; 1357 0 7.9 24.89
124. 1358 0 11.1 24.89; 1359 0 14.3 24.89; 1360 0 17.5 24.89; 1361 0 20.7 24.89
125. 1363 5.23 1.5 24.89; 1364 5.23 4.7 24.89; 1365 5.23 7.9 24.89
126. 1366 5.23 11.1 24.89; 13 67 5.23 14.3 24.89; 1368 5.23 17.5 24.89
127. 1369 5.23 20.7 24.89; 1371 12.25 1.5 24.89; 1372 12.25 4.7 24.89
128. 1373 12.25 7.9 24.89; 1374 12.25 11.1 24.89; 1375 12.25 14.3 24.89
129. 1376 12.25 17.5 24.89; 1377 12.25 20.7 24.89; 1379 17.21 1.5 24.89
130. 1380 17.21 4.7 24.89; 1381 17.21 7.9 24.89; 1382 17.21 11.1 24.89
131. 1383 17.21 14.3 24.89; 1384 17.21 17.5 24.89; 1385 17.21 20.7 24.89
132. 1387 21.78 1.5 24.89; 1388 21.78 4.7 24.89; 1389 21.78 7.9 24.89
133. 1390 21.78 11.1 24.89; 1391 21.78 14.3 24.89; 1392 21.78 17.5 24.89
134. 1393 21.78 20.7 24.89; 1395 26.75 1.5 24.89; 1396 26.75 4.7 24.89
135. 1397 26.75 7.9 24.89; 1398 26.75 11.1 24.89; 1399 26.75 14.3 24.89
136. 1400 26.75 17.5 24.89; 1401 26.75 20.7 24.89; 1403 33.37 1.5 24.89
137. 1404 33.37 4.7 24.89; 1405 33.37 7.9 24.89; 1406 33.37 11.1 24.89
138. 1407 33.37 14.3 24.89; 1408 33.37 17.5 24.89; 1409 33.37 20.7 24.89
139. 1411 37.77 1.5 24.89; 1412 37.77 4.7 24.89; 1413 37.77 7.9 24.89
140. 1414 37.77 11.1 24.89; 1415 37.77 14.3 24.89; 14 16 37.77 17.5 24.89
141. 1417 37.77 20.7 24.89; 1419 0 1.5 33.62; 1420 0 4.7 33.62; 1421 0 7.9 33.62
142. 1422 0 11.1 33.62; 1423 0 14.3 33.62; 1424 0 17.5 33.62; 1425 0 20.7 33.62
143. 1427 5.23 1.5 33.62; 1428 5.23 4.7 33.62; 1429 5.23 7.9 33.62
144. 1430 5.23 11.1 33.62; 1431 5.23 14.3 33.62; 1432 5.23 17.5 33.62
145. 1433 5.23 20.7 33.62; 1435 12.25 1.5 33.62; 1436 12.25 4.7 33.62
146. 1437 12.25 7.9 33.62; 1438 12.25 11.1 33.62; 1439 12.25 14.3 33.62
147. 1440 12.25 17.5 33.62; 1441 12.25 20.7 33.62; 1 443 17.21 1.5 33.62
148. 1444 17.21 4.7 33.62; 1445 17.21 7.9 33.62; 1446 17.21 11.1 33.62
149. 1447 17.21 14.3 33.62; 1448 17.21 17.5 33.62; 1449 17.21 20.7 33.62
150. 1451 21.78 1.5 33.62; 1452 21.78 4.7 33.62; 1453 21.78 7.9 33.62
151. 1454 21.78 11.1 3 3.62; 1455 21.78 14.3 33.62; 1456 21.78 17.5 33.62
152. 1457 21.78 20.7 33.62; 1459 26.75 1.5 33.62; 1460 26.75 4.7 33.62
153. 1461 26.75 7.9 33.62; 1462 26.75 11.1 33.62; 1463 26.75 14.3 33.62
154. 1464 26.75 17.5 33.62; 1465 26.75 20.7 33.62; 1467 33.37 1.5 33.62
155. 1468 33.37 4.7 33.62; 1469 33.37 7.9 33.62; 1470 33.37 11.1 33.62
156. 1471 33.37 14.3 33.62; 1472 33.37 17.5 33.62; 1473 33.37 20.7 33.62
157. 1475 37.77 1.5 33.62; 1476 37.77 4.7 33.62; 1477 37.77 7.9 33.62
158. 1478 37.77 11.1 33.62; 1479 37.77 14.3 33.62; 1480 37.77 17.5 33.62
159. 1481 37.77 20.7 33.62; 1483 0 1.5 41.32; 1484 0 4.7 41.32; 1485 0 7.9 41.32
160. 1486 0 11.1 41.32; 1487 0 14.3 41.32; 1488 0 17.5 41.32; 1489 0 20.7 41.32
161. 1490 4.4 4.7 41.32; 1491 4.4 7.9 41.32; 1492 4.4 11.1 41.32
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
40
102. 1284 5.23 11.1 18.07; 1285 5.23 14.3 18.07; 1286 5.23 17.5 18.07
103. 1287 5.23 20.7 18.07; 1289 12.25 1.5 18.07; 1290 12.25 4.7 18.07
104. 1291 12.25 7.9 18.07; 1292 12.25 11.1 18.07; 1293 12.25 14.3 18.07
105. 1294 12.25 17.5 18.07; 1295 12.25 20.7 18.07; 1296 16.32 4.7 18.07
106. 1297 16.32 7.9 18.07; 1298 16.32 11.1 18.07; 1299 16.32 14.3 18.07
107. 1300 16.32 17.5 18.07; 1301 16.32 20.7 18.07; 1303 17.21 1.5 18.07
108. 1304 17.21 4.7 18.07; 1305 17.21 7.9 18.07; 1306 17.21 11.1 18.07
109. 1307 17.21 14.3 18.07; 1308 17.21 17.5 18.07; 1309 17.21 20.7 18.07
110. 1310 19.49 4.7 18.07; 1311 19.49 7.9 18.07; 1312 19.49 11.1 18.07
111. 1313 19.49 14.3 18.07; 1314 19.49 17.5 18.07; 1315 19.49 20.7 18.07
112. 1317 21.78 1.5 18 .07; 1318 21.78 4.7 18.07; 1319 21.78 7.9 18.07
113. 1320 21.78 11.1 18.07; 1321 21.78 14.3 18.07; 1322 21.78 17.5 18.07
114. 1323 21.78 20.7 18.07; 1324 22.49 4.7 18.07; 1325 22.49 7.9 18.07
115. 1326 22.49 11.1 18.07; 1327 22.49 14.3 18.07; 1328 22.49 17 .5 18.07
116. 1329 22.49 20.7 18.07; 1331 26.75 1.5 18.07; 1332 26.75 4.7 18.07
117. 1333 26.75 7.9 18.07; 1334 26.75 11.1 18.07; 1335 26.75 14.3 18.07
118. 1336 26.75 17.5 18.07; 1337 26.75 20.7 18.07; 1339 33.37 1.5 18.07
119. 1340 33.37 4.7 18.07; 1341 33.37 7.9 18.07; 1342 33.37 11.1 18.07
120. 1343 33.37 14.3 18.07; 1344 33.37 17.5 18.07; 1345 33.37 20.7 18.07
121. 1347 37.77 1.5 18.07; 1348 37.77 4.7 18.07; 1349 37.77 7.9 18.07
122. 1350 37.77 11.1 18.07; 1351 37.77 14.3 18.07; 1352 37.77 17.5 18.07
123. 1353 37.77 20.7 18.07; 1355 0 1.5 24.89; 1356 0 4.7 24.89; 1357 0 7.9 24.89
124. 1358 0 11.1 24.89; 1359 0 14.3 24.89; 1360 0 17.5 24.89; 1361 0 20.7 24.89
125. 1363 5.23 1.5 24.89; 1364 5.23 4.7 24.89; 1365 5.23 7.9 24.89
126. 1366 5.23 11.1 24.89; 13 67 5.23 14.3 24.89; 1368 5.23 17.5 24.89
127. 1369 5.23 20.7 24.89; 1371 12.25 1.5 24.89; 1372 12.25 4.7 24.89
128. 1373 12.25 7.9 24.89; 1374 12.25 11.1 24.89; 1375 12.25 14.3 24.89
129. 1376 12.25 17.5 24.89; 1377 12.25 20.7 24.89; 1379 17.21 1.5 24.89
130. 1380 17.21 4.7 24.89; 1381 17.21 7.9 24.89; 1382 17.21 11.1 24.89
131. 1383 17.21 14.3 24.89; 1384 17.21 17.5 24.89; 1385 17.21 20.7 24.89
132. 1387 21.78 1.5 24.89; 1388 21.78 4.7 24.89; 1389 21.78 7.9 24.89
133. 1390 21.78 11.1 24.89; 1391 21.78 14.3 24.89; 1392 21.78 17.5 24.89
134. 1393 21.78 20.7 24.89; 1395 26.75 1.5 24.89; 1396 26.75 4.7 24.89
135. 1397 26.75 7.9 24.89; 1398 26.75 11.1 24.89; 1399 26.75 14.3 24.89
136. 1400 26.75 17.5 24.89; 1401 26.75 20.7 24.89; 1403 33.37 1.5 24.89
137. 1404 33.37 4.7 24.89; 1405 33.37 7.9 24.89; 1406 33.37 11.1 24.89
138. 1407 33.37 14.3 24.89; 1408 33.37 17.5 24.89; 1409 33.37 20.7 24.89
139. 1411 37.77 1.5 24.89; 1412 37.77 4.7 24.89; 1413 37.77 7.9 24.89
140. 1414 37.77 11.1 24.89; 1415 37.77 14.3 24.89; 14 16 37.77 17.5 24.89
141. 1417 37.77 20.7 24.89; 1419 0 1.5 33.62; 1420 0 4.7 33.62; 1421 0 7.9 33.62
142. 1422 0 11.1 33.62; 1423 0 14.3 33.62; 1424 0 17.5 33.62; 1425 0 20.7 33.62
143. 1427 5.23 1.5 33.62; 1428 5.23 4.7 33.62; 1429 5.23 7.9 33.62
144. 1430 5.23 11.1 33.62; 1431 5.23 14.3 33.62; 1432 5.23 17.5 33.62
145. 1433 5.23 20.7 33.62; 1435 12.25 1.5 33.62; 1436 12.25 4.7 33.62
146. 1437 12.25 7.9 33.62; 1438 12.25 11.1 33.62; 1439 12.25 14.3 33.62
147. 1440 12.25 17.5 33.62; 1441 12.25 20.7 33.62; 1 443 17.21 1.5 33.62
148. 1444 17.21 4.7 33.62; 1445 17.21 7.9 33.62; 1446 17.21 11.1 33.62
149. 1447 17.21 14.3 33.62; 1448 17.21 17.5 33.62; 1449 17.21 20.7 33.62
150. 1451 21.78 1.5 33.62; 1452 21.78 4.7 33.62; 1453 21.78 7.9 33.62
151. 1454 21.78 11.1 3 3.62; 1455 21.78 14.3 33.62; 1456 21.78 17.5 33.62
152. 1457 21.78 20.7 33.62; 1459 26.75 1.5 33.62; 1460 26.75 4.7 33.62
153. 1461 26.75 7.9 33.62; 1462 26.75 11.1 33.62; 1463 26.75 14.3 33.62
154. 1464 26.75 17.5 33.62; 1465 26.75 20.7 33.62; 1467 33.37 1.5 33.62
155. 1468 33.37 4.7 33.62; 1469 33.37 7.9 33.62; 1470 33.37 11.1 33.62
156. 1471 33.37 14.3 33.62; 1472 33.37 17.5 33.62; 1473 33.37 20.7 33.62
157. 1475 37.77 1.5 33.62; 1476 37.77 4.7 33.62; 1477 37.77 7.9 33.62
158. 1478 37.77 11.1 33.62; 1479 37.77 14.3 33.62; 1480 37.77 17.5 33.62
159. 1481 37.77 20.7 33.62; 1483 0 1.5 41.32; 1484 0 4.7 41.32; 1485 0 7.9 41.32
160. 1486 0 11.1 41.32; 1487 0 14.3 41.32; 1488 0 17.5 41.32; 1489 0 20.7 41.32
161. 1490 4.4 4.7 41.32; 1491 4.4 7.9 41.32; 1492 4.4 11.1 41.32
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
41
162. 1493 4.4 14.3 41.32; 1494 4.4 17.5 41.32; 1495 4.4 20.7 41.32
163. 1497 5.23 1.5 41.32; 1498 5.23 4.7 41.32; 1499 5.23 7.9 41.32
164. 1500 5.23 11.1 41.32; 1501 5.23 14.3 41.32; 1502 5.23 17.5 41.32
165. 1503 5.23 20.7 41.32; 1505 12.25 1.5 41.32; 1506 12.25 4.7 41.32
166. 1507 12.25 7.9 41.32; 1508 12.25 11.1 41.32; 1509 12.25 14.3 41.32
167. 1510 12.25 17.5 41.32; 1511 12.25 20.7 41.32; 1512 17.21 4.7 41.32
168. 1513 17.21 7.9 41.32; 1514 17.21 11.1 41.32; 1515 17.21 14.3 41.32
169. 1516 17.21 17.5 41.32; 1517 17.21 20.7 41.32; 1518 21.78 4.7 41.32
170. 1519 21.78 7.9 41.32; 1520 21.78 11.1 41.32; 1521 21.78 14.3 41.32
171. 1522 21.78 17.5 41.32; 1523 21.78 20.7 41.32; 1525 26.75 1.5 41.32
172. 1526 26.75 4.7 41.32; 1527 26.75 7.9 41.32; 15 28 26.75 11.1 41.32
173. 1529 26.75 14.3 41.32; 1530 26.75 17.5 41.32; 1531 26.75 20.7 41.32
174. 1533 33.37 1.5 41.32; 1534 33.37 4.7 41.32; 1535 33.37 7.9 41.32
175. 1536 33.37 11.1 41.32; 1537 33.37 14.3 41.32; 1538 33.37 17.5 41.32
176. 1539 33.37 20.7 41.32; 1541 37.77 1.5 41.32; 1542 37.77 4.7 41.32
177. 1543 37.77 7.9 41.32; 1544 37.77 11.1 41.32; 1545 37.77 14.3 41.32
178. 1546 37.77 17.5 41.32; 1547 37.77 20.7 41.32; 1549 0 1.5 44.55
179. 1550 0 4.7 44.55; 1551 0 7.9 44.55; 1552 0 11.1 44.55; 1553 0 14.3 44.55
180. 1554 0 17.5 44.55; 1555 0 20.7 44.55; 1556 0 24 44.55; 1558 4.4 1.5 44.55
181. 1559 4.4 4.7 44.55; 1560 4.4 7.9 44.55; 1561 4.4 11.1 44.55
182. 1562 4.4 14.3 44.55; 1563 4.4 17.5 44.55; 1564 4.4 20.7 44.55
183. 1565 4.4 24 44.55; 1567 12. 25 1.5 44.55; 1568 12.25 4.7 44.55
184. 1569 12.25 7.9 44.55; 1570 12.25 11.1 44.55; 1571 12.25 14.3 44.55
185. 1572 12.25 17.5 44.55; 1573 12.25 20.7 44.55; 1575 17.21 1.5 44.55
186. 1576 17.21 4.7 44.55; 1577 17.21 7.9 44.55; 1578 17.21 11.1 44.55
187. 1579 17.21 14.3 44.55; 1580 17.21 17.5 44.55; 1581 17.21 20.7 44.55
188. 1583 21.78 1.5 44.55; 1584 21.78 4.7 44.55; 1585 21.78 7.9 44.55
189. 1586 21.78 11.1 44.55; 1587 21.78 14.3 44.55; 1588 21.78 17.5 44.55
190. 1589 21.78 20.7 44.55; 1591 26.75 1.5 44. 55; 1592 26.75 4.7 44.55
191. 1593 26.75 7.9 44.55; 1594 26.75 11.1 44.55; 1595 26.75 14.3 44.55
192. 1596 26.75 17.5 44.55; 1597 26.75 20.7 44.55; 1599 33.37 1.5 44.55
193. 1600 33.37 4.7 44.55; 1601 33.37 7.9 44.55; 1602 33.37 11.1 44.55
194. 1603 33.37 14.3 44.55; 1604 33.37 17.5 44.55; 1605 33.37 20.7 44.55
195. 1607 37.77 1.5 44.55; 1608 37.77 4.7 44.55; 1609 37.77 7.9 44.55
196. 1610 37.77 11.1 44.55; 1611 37.77 14.3 44.55; 1612 37.77 17.5 44.55
197. 1613 37.77 20.7 44.55; 1615 0 1.5 49.78; 1616 0 4.7 49.78; 1617 0 7.9 49.78
198. 1618 0 11.1 49.78; 1619 0 14.3 49.78; 1620 0 17.5 49.78; 1621 0 20.7 49.78
199. 1622 0 24 49.78; 1624 4.4 1.5 49.78; 1625 4.4 4.7 49.78; 1626 4.4 7.9 49.78
200. 1627 4.4 11.1 49.78; 1628 4.4 14.3 49.78; 1629 4.4 17.5 49.78
201. 1630 4.4 20.7 49.78; 1631 4.4 24 49.78; 1633 12.25 1.5 49.78
202. 1634 12.25 4.7 49.78; 1635 12.25 7.9 49.78; 1636 12.25 11.1 49.78
203. 1637 12.25 14.3 49.78; 1638 12.25 17.5 49.78; 1639 12.25 20.7 49.78
204. 1641 17.21 1.5 49.78; 1642 17.21 4.7 49.78; 1643 17.21 7.9 49.78
205. 1644 17.21 11.1 49.78; 1645 17.21 14.3 49.78; 1646 17.21 17.5 49.78
206. 1647 17.21 20.7 49.78; 1649 21.78 1.5 49.78; 1650 21.78 4.7 49.78
207. 1651 21.78 7.9 49.78; 1652 21.78 11.1 49.78; 1653 21.78 14.3 49.78
208. 1654 21.78 17.5 49.78; 1655 21.78 20.7 49.78; 1657 26.75 1.5 49.78
209. 1658 26.75 4.7 49.78; 1659 26.75 7.9 49.78; 1660 26.75 11.1 49.78
210. 1661 26.75 14.3 49.78; 1662 26.75 17.5 49.78; 1663 26.75 20.7 49.78
211. 1665 33.37 1.5 49.78; 1666 33.37 4.7 49.78; 1667 33.37 7.9 49.78
212. 1668 33.37 11.1 49.78; 1669 33.37 14.3 49.78; 1670 33.37 17.5 49.78
213. 1671 33.37 20.7 49.78; 1673 37.77 1.5 49.78; 1674 37.77 4.7 49.78
214. 1675 37.77 7.9 49.78; 1676 37.77 11.1 49.78; 1677 37.77 14.3 49.78
215. 1678 37.77 17.5 49.78; 1 679 37.77 20.7 49.78
216. MEMBER INCIDENCES
217. 1 1 1001; 2 2 1010; 3 3 1019; 4 4 1027; 5 5 1041; 6 6 1049; 7 7 1057; 8 8 1066
218. 9 9 1075; 10 10 1084; 11 11 1093; 12 12 1107; 13 13 1115; 14 14 1123
219. 15 15 1132; 16 16 1141; 17 17 1149; 18 18 1157; 1 9 19 1189; 20 20 1197
220. 21 21 1205; 22 22 1213; 23 23 1223; 24 24 1233; 25 25 1243; 26 26 1253
221. 27 27 1263; 28 28 1273; 29 29 1281; 30 30 1289; 31 31 1303; 32 32 1317
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
41
162. 1493 4.4 14.3 41.32; 1494 4.4 17.5 41.32; 1495 4.4 20.7 41.32
163. 1497 5.23 1.5 41.32; 1498 5.23 4.7 41.32; 1499 5.23 7.9 41.32
164. 1500 5.23 11.1 41.32; 1501 5.23 14.3 41.32; 1502 5.23 17.5 41.32
165. 1503 5.23 20.7 41.32; 1505 12.25 1.5 41.32; 1506 12.25 4.7 41.32
166. 1507 12.25 7.9 41.32; 1508 12.25 11.1 41.32; 1509 12.25 14.3 41.32
167. 1510 12.25 17.5 41.32; 1511 12.25 20.7 41.32; 1512 17.21 4.7 41.32
168. 1513 17.21 7.9 41.32; 1514 17.21 11.1 41.32; 1515 17.21 14.3 41.32
169. 1516 17.21 17.5 41.32; 1517 17.21 20.7 41.32; 1518 21.78 4.7 41.32
170. 1519 21.78 7.9 41.32; 1520 21.78 11.1 41.32; 1521 21.78 14.3 41.32
171. 1522 21.78 17.5 41.32; 1523 21.78 20.7 41.32; 1525 26.75 1.5 41.32
172. 1526 26.75 4.7 41.32; 1527 26.75 7.9 41.32; 15 28 26.75 11.1 41.32
173. 1529 26.75 14.3 41.32; 1530 26.75 17.5 41.32; 1531 26.75 20.7 41.32
174. 1533 33.37 1.5 41.32; 1534 33.37 4.7 41.32; 1535 33.37 7.9 41.32
175. 1536 33.37 11.1 41.32; 1537 33.37 14.3 41.32; 1538 33.37 17.5 41.32
176. 1539 33.37 20.7 41.32; 1541 37.77 1.5 41.32; 1542 37.77 4.7 41.32
177. 1543 37.77 7.9 41.32; 1544 37.77 11.1 41.32; 1545 37.77 14.3 41.32
178. 1546 37.77 17.5 41.32; 1547 37.77 20.7 41.32; 1549 0 1.5 44.55
179. 1550 0 4.7 44.55; 1551 0 7.9 44.55; 1552 0 11.1 44.55; 1553 0 14.3 44.55
180. 1554 0 17.5 44.55; 1555 0 20.7 44.55; 1556 0 24 44.55; 1558 4.4 1.5 44.55
181. 1559 4.4 4.7 44.55; 1560 4.4 7.9 44.55; 1561 4.4 11.1 44.55
182. 1562 4.4 14.3 44.55; 1563 4.4 17.5 44.55; 1564 4.4 20.7 44.55
183. 1565 4.4 24 44.55; 1567 12. 25 1.5 44.55; 1568 12.25 4.7 44.55
184. 1569 12.25 7.9 44.55; 1570 12.25 11.1 44.55; 1571 12.25 14.3 44.55
185. 1572 12.25 17.5 44.55; 1573 12.25 20.7 44.55; 1575 17.21 1.5 44.55
186. 1576 17.21 4.7 44.55; 1577 17.21 7.9 44.55; 1578 17.21 11.1 44.55
187. 1579 17.21 14.3 44.55; 1580 17.21 17.5 44.55; 1581 17.21 20.7 44.55
188. 1583 21.78 1.5 44.55; 1584 21.78 4.7 44.55; 1585 21.78 7.9 44.55
189. 1586 21.78 11.1 44.55; 1587 21.78 14.3 44.55; 1588 21.78 17.5 44.55
190. 1589 21.78 20.7 44.55; 1591 26.75 1.5 44. 55; 1592 26.75 4.7 44.55
191. 1593 26.75 7.9 44.55; 1594 26.75 11.1 44.55; 1595 26.75 14.3 44.55
192. 1596 26.75 17.5 44.55; 1597 26.75 20.7 44.55; 1599 33.37 1.5 44.55
193. 1600 33.37 4.7 44.55; 1601 33.37 7.9 44.55; 1602 33.37 11.1 44.55
194. 1603 33.37 14.3 44.55; 1604 33.37 17.5 44.55; 1605 33.37 20.7 44.55
195. 1607 37.77 1.5 44.55; 1608 37.77 4.7 44.55; 1609 37.77 7.9 44.55
196. 1610 37.77 11.1 44.55; 1611 37.77 14.3 44.55; 1612 37.77 17.5 44.55
197. 1613 37.77 20.7 44.55; 1615 0 1.5 49.78; 1616 0 4.7 49.78; 1617 0 7.9 49.78
198. 1618 0 11.1 49.78; 1619 0 14.3 49.78; 1620 0 17.5 49.78; 1621 0 20.7 49.78
199. 1622 0 24 49.78; 1624 4.4 1.5 49.78; 1625 4.4 4.7 49.78; 1626 4.4 7.9 49.78
200. 1627 4.4 11.1 49.78; 1628 4.4 14.3 49.78; 1629 4.4 17.5 49.78
201. 1630 4.4 20.7 49.78; 1631 4.4 24 49.78; 1633 12.25 1.5 49.78
202. 1634 12.25 4.7 49.78; 1635 12.25 7.9 49.78; 1636 12.25 11.1 49.78
203. 1637 12.25 14.3 49.78; 1638 12.25 17.5 49.78; 1639 12.25 20.7 49.78
204. 1641 17.21 1.5 49.78; 1642 17.21 4.7 49.78; 1643 17.21 7.9 49.78
205. 1644 17.21 11.1 49.78; 1645 17.21 14.3 49.78; 1646 17.21 17.5 49.78
206. 1647 17.21 20.7 49.78; 1649 21.78 1.5 49.78; 1650 21.78 4.7 49.78
207. 1651 21.78 7.9 49.78; 1652 21.78 11.1 49.78; 1653 21.78 14.3 49.78
208. 1654 21.78 17.5 49.78; 1655 21.78 20.7 49.78; 1657 26.75 1.5 49.78
209. 1658 26.75 4.7 49.78; 1659 26.75 7.9 49.78; 1660 26.75 11.1 49.78
210. 1661 26.75 14.3 49.78; 1662 26.75 17.5 49.78; 1663 26.75 20.7 49.78
211. 1665 33.37 1.5 49.78; 1666 33.37 4.7 49.78; 1667 33.37 7.9 49.78
212. 1668 33.37 11.1 49.78; 1669 33.37 14.3 49.78; 1670 33.37 17.5 49.78
213. 1671 33.37 20.7 49.78; 1673 37.77 1.5 49.78; 1674 37.77 4.7 49.78
214. 1675 37.77 7.9 49.78; 1676 37.77 11.1 49.78; 1677 37.77 14.3 49.78
215. 1678 37.77 17.5 49.78; 1 679 37.77 20.7 49.78
216. MEMBER INCIDENCES
217. 1 1 1001; 2 2 1010; 3 3 1019; 4 4 1027; 5 5 1041; 6 6 1049; 7 7 1057; 8 8 1066
218. 9 9 1075; 10 10 1084; 11 11 1093; 12 12 1107; 13 13 1115; 14 14 1123
219. 15 15 1132; 16 16 1141; 17 17 1149; 18 18 1157; 1 9 19 1189; 20 20 1197
220. 21 21 1205; 22 22 1213; 23 23 1223; 24 24 1233; 25 25 1243; 26 26 1253
221. 27 27 1263; 28 28 1273; 29 29 1281; 30 30 1289; 31 31 1303; 32 32 1317
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
42
222. 33 33 1331; 34 34 1339; 35 35 1347; 36 36 1355; 37 37 1363; 38 38 1371
223. 39 39 1379; 40 40 1387; 41 41 1395; 42 42 1403; 43 43 1411; 44 44 1419
224. 45 45 1427; 46 46 1435; 47 47 1443; 48 48 1451; 49 49 1459; 50 50 1467
225. 51 51 1475; 52 52 1483; 53 53 1497; 54 54 1505; 55 55 1525; 56 56 1533
226. 57 57 1541; 58 58 1549; 59 59 1558; 60 60 1567; 61 61 1575; 62 62 1583
227. 63 63 1591; 64 64 1599; 65 65 1607; 66 66 1615; 67 67 1624; 68 68 1633
228. 69 69 1641; 70 70 1649; 71 71 1657; 72 72 1665; 73 73 1673; 101 1001 1002
229. 102 1010 1011; 103 1019 1020; 104 1027 1028; 105 1041 1042; 106 1049 1050
230. 107 1057 1058; 108 1066 1067; 109 1075 1076; 110 1084 1085; 111 1093 1094
231. 112 1107 1108; 113 1115 1116; 114 1123 1124; 115 1132 1133; 116 1141 1142
232. 117 1149 1150; 118 1157 1158; 119 1189 1190; 120 1197 1198; 121 1205 1206
233. 122 1213 1214; 123 1223 1224; 124 1233 1234; 125 1243 1244; 126 1253 1254
234. 127 1263 1264; 128 1273 1274; 129 1281 1282; 130 1289 1290; 131 1303 1304
235. 132 1317 1318; 133 1331 1332; 134 1339 1340; 135 1347 1348; 136 1355 1356
236. 137 1363 1364; 138 1371 1372; 139 1379 1380; 140 1387 1388; 141 1395 1396
237. 142 1403 1404; 143 1411 1412; 144 1419 1420; 145 1427 1428; 146 1435 1436
238. 147 1443 1444; 148 1451 1452; 149 1459 1460; 150 1467 1468; 151 1475 1476
239. 152 1483 1484; 153 1497 1498; 15 4 1505 1506; 155 1525 1526; 156 1533 1534
240. 157 1541 1542; 158 1549 1550; 159 1558 1559; 160 1567 1568; 161 1575 1576
241. 162 1583 1584; 163 1591 1592; 164 1599 1600; 165 1607 1608; 166 1615 1616
242. 167 1624 1625; 168 1633 1634; 169 1641 1642; 170 16 49 1650; 171 1657 1658
243. 172 1665 1666; 173 1673 1674; 201 1002 1003; 202 1011 1012; 203 1020 1021
244. 204 1028 1029; 205 1042 1043; 206 1050 1051; 207 1058 1059; 208 1067 1068
245. 209 1076 1077; 210 1085 1086; 211 1094 1095; 212 1108 1109; 213 1116 1 117
246. 214 1124 1125; 215 1133 1134; 216 1142 1143; 217 1150 1151; 218 1158 1159
247. 219 1190 1191; 220 1198 1199; 221 1206 1207; 222 1214 1215; 223 1224 1225
248. 224 1234 1235; 225 1244 1245; 226 1254 1255; 227 1264 1265; 228 1274 1275
249. 229 1282 1283; 230 1290 1291; 231 1304 1305; 232 1318 1319; 233 1332 1333
250. 234 1340 1341; 235 1348 1349; 236 1356 1357; 237 1364 1365; 238 1372 1373
251. 239 1380 1381; 240 1388 1389; 241 1396 1397; 242 1404 1405; 243 1412 1413
252. 244 1420 1421; 245 1428 1429; 246 1436 1437; 247 1444 1445; 248 1452 1453
253. 249 1460 1461; 250 1468 1469; 251 1476 1477; 252 1484 1485; 253 1498 1499
254. 254 1506 1507; 255 1526 1527; 256 1534 1535; 257 1542 1543; 258 1550 1551
255. 259 1559 1560; 260 1568 1569; 261 1576 1577; 262 1584 1585; 263 1592 1593
256. 264 1600 1601; 265 1608 1609; 266 1616 1617; 267 1625 1626; 268 1634 1635
257. 269 1642 1643; 270 1650 1651; 271 1658 1659; 272 1666 1667; 273 1674 1675
258. 301 1003 1004; 302 1012 1013; 303 1021 1022; 304 1029 1030; 305 104 3 1044
259. 306 1051 1052; 307 1059 1060; 308 1068 1069; 309 1077 1078; 310 1086 1087
260. 311 1095 1096; 312 1109 1110; 313 1117 1118; 314 1125 1126; 315 1134 1135
261. 316 1143 1144; 317 1151 1152; 318 1159 1160; 319 1191 1192; 320 1199 1200
262. 321 1207 1208; 322 1215 1216; 323 1225 1226; 324 1235 1236; 325 1245 1246
263. 326 1255 1256; 327 1265 1266; 328 1275 1276; 329 1283 1284; 330 1291 1292
264. 331 1305 1306; 332 1319 1320; 333 1333 1334; 334 1341 1342; 335 1349 1350
265. 336 1357 1358; 337 1365 13 66; 338 1373 1374; 339 1381 1382; 340 1389 1390
266. 341 1397 1398; 342 1405 1406; 343 1413 1414; 344 1421 1422; 345 1429 1430
267. 346 1437 1438; 347 1445 1446; 348 1453 1454; 349 1461 1462; 350 1469 1470
268. 351 1477 1478; 352 1485 1486; 353 1499 1500; 354 1507 1508; 355 1527 1528
269. 356 1535 1536; 357 1543 1544; 358 1551 1552; 359 1560 1561; 360 1569 1570
270. 361 1577 1578; 362 1585 1586; 363 1593 1594; 364 1601 1602; 365 1609 1610
271. 366 1617 1618; 367 1626 1627; 368 1635 1636; 369 1643 1644; 370 1651 1652
272. 371 1659 1660; 372 1667 1668; 373 1675 1676; 401 1004 1005; 402 1013 1014
273. 403 1022 1023; 404 1030 1031; 405 1044 1045; 406 1052 1053; 407 1060 1061
274. 408 1069 1070; 409 1078 1079; 410 1087 1088; 411 1096 1097; 412 1110 1111
275. 413 1118 1119; 414 1126 1127; 415 1135 1136; 416 1144 1145; 417 1152 1153
276. 418 1160 1161; 419 1192 1193; 420 1200 1201; 421 1208 1209; 422 1216 1217
277. 423 1226 1227; 424 1236 1237; 425 1246 1247; 426 1256 1257; 427 1266 1267
278. 428 1276 1277; 429 1284 1285; 430 1292 1293; 431 1306 1307; 432 1320 1321
279. 433 1334 1335; 434 1342 1343; 435 1350 1351; 436 1358 1359; 437 1366 1367
280. 438 1374 1375; 439 1382 1383; 440 1390 1391; 441 1398 1399; 442 1406 1407
281. 443 1414 1415; 444 1422 1423; 445 1430 143 1; 446 1438 1439; 447 1446 1447
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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222. 33 33 1331; 34 34 1339; 35 35 1347; 36 36 1355; 37 37 1363; 38 38 1371
223. 39 39 1379; 40 40 1387; 41 41 1395; 42 42 1403; 43 43 1411; 44 44 1419
224. 45 45 1427; 46 46 1435; 47 47 1443; 48 48 1451; 49 49 1459; 50 50 1467
225. 51 51 1475; 52 52 1483; 53 53 1497; 54 54 1505; 55 55 1525; 56 56 1533
226. 57 57 1541; 58 58 1549; 59 59 1558; 60 60 1567; 61 61 1575; 62 62 1583
227. 63 63 1591; 64 64 1599; 65 65 1607; 66 66 1615; 67 67 1624; 68 68 1633
228. 69 69 1641; 70 70 1649; 71 71 1657; 72 72 1665; 73 73 1673; 101 1001 1002
229. 102 1010 1011; 103 1019 1020; 104 1027 1028; 105 1041 1042; 106 1049 1050
230. 107 1057 1058; 108 1066 1067; 109 1075 1076; 110 1084 1085; 111 1093 1094
231. 112 1107 1108; 113 1115 1116; 114 1123 1124; 115 1132 1133; 116 1141 1142
232. 117 1149 1150; 118 1157 1158; 119 1189 1190; 120 1197 1198; 121 1205 1206
233. 122 1213 1214; 123 1223 1224; 124 1233 1234; 125 1243 1244; 126 1253 1254
234. 127 1263 1264; 128 1273 1274; 129 1281 1282; 130 1289 1290; 131 1303 1304
235. 132 1317 1318; 133 1331 1332; 134 1339 1340; 135 1347 1348; 136 1355 1356
236. 137 1363 1364; 138 1371 1372; 139 1379 1380; 140 1387 1388; 141 1395 1396
237. 142 1403 1404; 143 1411 1412; 144 1419 1420; 145 1427 1428; 146 1435 1436
238. 147 1443 1444; 148 1451 1452; 149 1459 1460; 150 1467 1468; 151 1475 1476
239. 152 1483 1484; 153 1497 1498; 15 4 1505 1506; 155 1525 1526; 156 1533 1534
240. 157 1541 1542; 158 1549 1550; 159 1558 1559; 160 1567 1568; 161 1575 1576
241. 162 1583 1584; 163 1591 1592; 164 1599 1600; 165 1607 1608; 166 1615 1616
242. 167 1624 1625; 168 1633 1634; 169 1641 1642; 170 16 49 1650; 171 1657 1658
243. 172 1665 1666; 173 1673 1674; 201 1002 1003; 202 1011 1012; 203 1020 1021
244. 204 1028 1029; 205 1042 1043; 206 1050 1051; 207 1058 1059; 208 1067 1068
245. 209 1076 1077; 210 1085 1086; 211 1094 1095; 212 1108 1109; 213 1116 1 117
246. 214 1124 1125; 215 1133 1134; 216 1142 1143; 217 1150 1151; 218 1158 1159
247. 219 1190 1191; 220 1198 1199; 221 1206 1207; 222 1214 1215; 223 1224 1225
248. 224 1234 1235; 225 1244 1245; 226 1254 1255; 227 1264 1265; 228 1274 1275
249. 229 1282 1283; 230 1290 1291; 231 1304 1305; 232 1318 1319; 233 1332 1333
250. 234 1340 1341; 235 1348 1349; 236 1356 1357; 237 1364 1365; 238 1372 1373
251. 239 1380 1381; 240 1388 1389; 241 1396 1397; 242 1404 1405; 243 1412 1413
252. 244 1420 1421; 245 1428 1429; 246 1436 1437; 247 1444 1445; 248 1452 1453
253. 249 1460 1461; 250 1468 1469; 251 1476 1477; 252 1484 1485; 253 1498 1499
254. 254 1506 1507; 255 1526 1527; 256 1534 1535; 257 1542 1543; 258 1550 1551
255. 259 1559 1560; 260 1568 1569; 261 1576 1577; 262 1584 1585; 263 1592 1593
256. 264 1600 1601; 265 1608 1609; 266 1616 1617; 267 1625 1626; 268 1634 1635
257. 269 1642 1643; 270 1650 1651; 271 1658 1659; 272 1666 1667; 273 1674 1675
258. 301 1003 1004; 302 1012 1013; 303 1021 1022; 304 1029 1030; 305 104 3 1044
259. 306 1051 1052; 307 1059 1060; 308 1068 1069; 309 1077 1078; 310 1086 1087
260. 311 1095 1096; 312 1109 1110; 313 1117 1118; 314 1125 1126; 315 1134 1135
261. 316 1143 1144; 317 1151 1152; 318 1159 1160; 319 1191 1192; 320 1199 1200
262. 321 1207 1208; 322 1215 1216; 323 1225 1226; 324 1235 1236; 325 1245 1246
263. 326 1255 1256; 327 1265 1266; 328 1275 1276; 329 1283 1284; 330 1291 1292
264. 331 1305 1306; 332 1319 1320; 333 1333 1334; 334 1341 1342; 335 1349 1350
265. 336 1357 1358; 337 1365 13 66; 338 1373 1374; 339 1381 1382; 340 1389 1390
266. 341 1397 1398; 342 1405 1406; 343 1413 1414; 344 1421 1422; 345 1429 1430
267. 346 1437 1438; 347 1445 1446; 348 1453 1454; 349 1461 1462; 350 1469 1470
268. 351 1477 1478; 352 1485 1486; 353 1499 1500; 354 1507 1508; 355 1527 1528
269. 356 1535 1536; 357 1543 1544; 358 1551 1552; 359 1560 1561; 360 1569 1570
270. 361 1577 1578; 362 1585 1586; 363 1593 1594; 364 1601 1602; 365 1609 1610
271. 366 1617 1618; 367 1626 1627; 368 1635 1636; 369 1643 1644; 370 1651 1652
272. 371 1659 1660; 372 1667 1668; 373 1675 1676; 401 1004 1005; 402 1013 1014
273. 403 1022 1023; 404 1030 1031; 405 1044 1045; 406 1052 1053; 407 1060 1061
274. 408 1069 1070; 409 1078 1079; 410 1087 1088; 411 1096 1097; 412 1110 1111
275. 413 1118 1119; 414 1126 1127; 415 1135 1136; 416 1144 1145; 417 1152 1153
276. 418 1160 1161; 419 1192 1193; 420 1200 1201; 421 1208 1209; 422 1216 1217
277. 423 1226 1227; 424 1236 1237; 425 1246 1247; 426 1256 1257; 427 1266 1267
278. 428 1276 1277; 429 1284 1285; 430 1292 1293; 431 1306 1307; 432 1320 1321
279. 433 1334 1335; 434 1342 1343; 435 1350 1351; 436 1358 1359; 437 1366 1367
280. 438 1374 1375; 439 1382 1383; 440 1390 1391; 441 1398 1399; 442 1406 1407
281. 443 1414 1415; 444 1422 1423; 445 1430 143 1; 446 1438 1439; 447 1446 1447
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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282. 448 1454 1455; 449 1462 1463; 450 1470 1471; 451 1478 1479; 452 1486 1487
283. 453 1500 1501; 454 1508 1509; 455 1528 1529; 456 1536 1537; 457 1544 1545
284. 458 1552 1553; 459 1561 1562; 460 1570 1571; 461 1578 1579; 4 62 1586 1587
285. 463 1594 1595; 464 1602 1603; 465 1610 1611; 466 1618 1619; 467 1627 1628
286. 468 1636 1637; 469 1644 1645; 470 1652 1653; 471 1660 1661; 472 1668 1669
287. 473 1676 1677; 501 1005 1006; 502 1014 1015; 503 1023 1024; 504 1031 1032
288. 505 1045 1046; 506 1053 1054; 507 1061 1062; 508 1070 1071; 509 1079 1080
289. 510 1088 1089; 511 1097 1098; 512 1111 1112; 513 1119 1120; 514 1127 1128
290. 515 1136 1137; 516 1145 1146; 517 1153 1154; 518 1161 1162; 519 1193 1194
291. 520 1201 1202; 521 1 209 1210; 522 1217 1218; 523 1227 1228; 524 1237 1238
292. 525 1247 1248; 526 1257 1258; 527 1267 1268; 528 1277 1278; 529 1285 1286
293. 530 1293 1294; 531 1307 1308; 532 1321 1322; 533 1335 1336; 534 1343 1344
294. 535 1351 1352; 536 1359 1360; 537 1367 1368; 538 1375 1376; 539 1383 1384
295. 540 1391 1392; 541 1399 1400; 542 1407 1408; 543 1415 1416; 544 1423 1424
296. 545 1431 1432; 546 1439 1440; 547 1447 1448; 548 1455 1456; 549 1463 1464
297. 550 1471 1472; 551 1479 1480; 552 1487 1488; 553 1501 1502 ; 554 1509 1510
298. 555 1529 1530; 556 1537 1538; 557 1545 1546; 558 1553 1554; 559 1562 1563
299. 560 1571 1572; 561 1579 1580; 562 1587 1588; 563 1595 1596; 564 1603 1604
300. 565 1611 1612; 566 1619 1620; 567 1628 1629; 568 1637 1638; 569 1645 1646
301. 570 1653 1654; 571 1661 1662; 572 1669 1670; 573 1677 1678; 601 1006 1007
302. 602 1015 1016; 603 1024 1025; 604 1032 1033; 605 1046 1047; 606 1054 1055
303. 607 1062 1063; 608 1071 1072; 609 1080 1081; 610 1089 1090; 611 1098 1099
304. 612 1112 1113; 61 3 1120 1121; 614 1128 1129; 615 1137 1138; 616 1146 1147
305. 617 1154 1155; 618 1162 1163; 619 1194 1195; 620 1202 1203; 621 1210 1211
306. 622 1218 1219; 623 1228 1229; 624 1238 1239; 625 1248 1249; 626 1258 1259
307. 627 1268 1269; 628 1278 1279; 629 12 86 1287; 630 1294 1295; 631 1308 1309
308. 632 1322 1323; 633 1336 1337; 634 1344 1345; 635 1352 1353; 636 1360 1361
309. 637 1368 1369; 638 1376 1377; 639 1384 1385; 640 1392 1393; 641 1400 1401
310. 642 1408 1409; 643 1416 1417; 644 1424 1425; 645 1432 1 433; 646 1440 1441
311. 647 1448 1449; 648 1456 1457; 649 1464 1465; 650 1472 1473; 651 1480 1481
312. 652 1488 1489; 653 1502 1503; 654 1510 1511; 655 1530 1531; 656 1538 1539
313. 657 1546 1547; 658 1554 1555; 659 1563 1564; 660 1572 1573; 661 1580 1581
314. 662 1588 1589; 663 1596 1597; 664 1604 1605; 665 1612 1613; 666 1620 1621
315. 667 1629 1630; 668 1638 1639; 669 1646 1647; 670 1654 1655; 671 1662 1663
316. 672 1670 1671; 673 1678 1679; 10007 1007 1008; 10008 1001 1010
317. 10009 1002 1011; 10010 10 03 1012; 10011 1004 1013; 10012 1005 1014
318. 10013 1006 1015; 10014 1007 1016; 10015 1008 1017; 10023 1016 1017
319. 10024 1010 1019; 10025 1011 1020; 10026 1012 1021; 10027 1013 1022
320. 10028 1014 1023; 10029 1015 1024; 10030 1016 1025; 10038 1019 102 7
321. 10039 1020 1028; 10040 1021 1029; 10041 1022 1030; 10042 1023 1031
322. 10043 1024 1032; 10044 1025 1033; 10052 1028 1034; 10053 1029 1035
323. 10054 1030 1036; 10055 1031 1038; 10056 1032 1037; 10057 1033 1039
324. 10058 1027 1041; 10059 1034 1042; 10060 1035 1043; 10061 1036 1044
325. 10062 1037 1046; 10063 1038 1045; 10064 1039 1047; 10072 1041 1049
326. 10073 1042 1050; 10074 1043 1051; 10075 1044 1052; 10076 1045 1053
327. 10077 1046 1054; 10078 1047 1055; 10086 1049 1057; 10087 1050 1058
328. 10088 1051 1059; 10089 1052 1060; 10090 1053 1061; 10091 1054 1062
329. 10092 1055 1063; 10100 1063 1064; 10101 1057 1066; 10102 1058 1067
330. 10103 1059 1068; 10104 1060 1069; 10105 1061 1070; 10106 1062 1071
331. 10107 1063 1072; 10108 1064 1073; 10116 1 072 1073; 10117 1001 1075
332. 10118 1002 1076; 10119 1003 1077; 10120 1004 1078; 10121 1005 1079
333. 10122 1006 1080; 10123 1007 1081; 10124 1008 1082; 10125 1010 1084
334. 10126 1011 1085; 10127 1012 1086; 10128 1013 1087; 10129 1014 1088
335. 10130 1015 1089; 10131 1016 1090; 10132 1017 1091; 10133 1019 1093
336. 10134 1020 1094; 10135 1021 1095; 10136 1022 1096; 10137 1023 1097
337. 10138 1024 1098; 10139 1025 1099; 10140 1034 1100; 10141 1035 1101
338. 10142 1036 1102; 10143 1038 1104; 10144 1037 1103 ; 10145 1039 1105
339. 10146 1041 1107; 10147 1049 1115; 10148 1050 1116; 10149 1051 1117
340. 10150 1052 1118; 10151 1053 1119; 10152 1054 1120; 10153 1055 1121
341. 10154 1057 1123; 10155 1058 1124; 10156 1059 1125; 10157 1060 1126
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
43
282. 448 1454 1455; 449 1462 1463; 450 1470 1471; 451 1478 1479; 452 1486 1487
283. 453 1500 1501; 454 1508 1509; 455 1528 1529; 456 1536 1537; 457 1544 1545
284. 458 1552 1553; 459 1561 1562; 460 1570 1571; 461 1578 1579; 4 62 1586 1587
285. 463 1594 1595; 464 1602 1603; 465 1610 1611; 466 1618 1619; 467 1627 1628
286. 468 1636 1637; 469 1644 1645; 470 1652 1653; 471 1660 1661; 472 1668 1669
287. 473 1676 1677; 501 1005 1006; 502 1014 1015; 503 1023 1024; 504 1031 1032
288. 505 1045 1046; 506 1053 1054; 507 1061 1062; 508 1070 1071; 509 1079 1080
289. 510 1088 1089; 511 1097 1098; 512 1111 1112; 513 1119 1120; 514 1127 1128
290. 515 1136 1137; 516 1145 1146; 517 1153 1154; 518 1161 1162; 519 1193 1194
291. 520 1201 1202; 521 1 209 1210; 522 1217 1218; 523 1227 1228; 524 1237 1238
292. 525 1247 1248; 526 1257 1258; 527 1267 1268; 528 1277 1278; 529 1285 1286
293. 530 1293 1294; 531 1307 1308; 532 1321 1322; 533 1335 1336; 534 1343 1344
294. 535 1351 1352; 536 1359 1360; 537 1367 1368; 538 1375 1376; 539 1383 1384
295. 540 1391 1392; 541 1399 1400; 542 1407 1408; 543 1415 1416; 544 1423 1424
296. 545 1431 1432; 546 1439 1440; 547 1447 1448; 548 1455 1456; 549 1463 1464
297. 550 1471 1472; 551 1479 1480; 552 1487 1488; 553 1501 1502 ; 554 1509 1510
298. 555 1529 1530; 556 1537 1538; 557 1545 1546; 558 1553 1554; 559 1562 1563
299. 560 1571 1572; 561 1579 1580; 562 1587 1588; 563 1595 1596; 564 1603 1604
300. 565 1611 1612; 566 1619 1620; 567 1628 1629; 568 1637 1638; 569 1645 1646
301. 570 1653 1654; 571 1661 1662; 572 1669 1670; 573 1677 1678; 601 1006 1007
302. 602 1015 1016; 603 1024 1025; 604 1032 1033; 605 1046 1047; 606 1054 1055
303. 607 1062 1063; 608 1071 1072; 609 1080 1081; 610 1089 1090; 611 1098 1099
304. 612 1112 1113; 61 3 1120 1121; 614 1128 1129; 615 1137 1138; 616 1146 1147
305. 617 1154 1155; 618 1162 1163; 619 1194 1195; 620 1202 1203; 621 1210 1211
306. 622 1218 1219; 623 1228 1229; 624 1238 1239; 625 1248 1249; 626 1258 1259
307. 627 1268 1269; 628 1278 1279; 629 12 86 1287; 630 1294 1295; 631 1308 1309
308. 632 1322 1323; 633 1336 1337; 634 1344 1345; 635 1352 1353; 636 1360 1361
309. 637 1368 1369; 638 1376 1377; 639 1384 1385; 640 1392 1393; 641 1400 1401
310. 642 1408 1409; 643 1416 1417; 644 1424 1425; 645 1432 1 433; 646 1440 1441
311. 647 1448 1449; 648 1456 1457; 649 1464 1465; 650 1472 1473; 651 1480 1481
312. 652 1488 1489; 653 1502 1503; 654 1510 1511; 655 1530 1531; 656 1538 1539
313. 657 1546 1547; 658 1554 1555; 659 1563 1564; 660 1572 1573; 661 1580 1581
314. 662 1588 1589; 663 1596 1597; 664 1604 1605; 665 1612 1613; 666 1620 1621
315. 667 1629 1630; 668 1638 1639; 669 1646 1647; 670 1654 1655; 671 1662 1663
316. 672 1670 1671; 673 1678 1679; 10007 1007 1008; 10008 1001 1010
317. 10009 1002 1011; 10010 10 03 1012; 10011 1004 1013; 10012 1005 1014
318. 10013 1006 1015; 10014 1007 1016; 10015 1008 1017; 10023 1016 1017
319. 10024 1010 1019; 10025 1011 1020; 10026 1012 1021; 10027 1013 1022
320. 10028 1014 1023; 10029 1015 1024; 10030 1016 1025; 10038 1019 102 7
321. 10039 1020 1028; 10040 1021 1029; 10041 1022 1030; 10042 1023 1031
322. 10043 1024 1032; 10044 1025 1033; 10052 1028 1034; 10053 1029 1035
323. 10054 1030 1036; 10055 1031 1038; 10056 1032 1037; 10057 1033 1039
324. 10058 1027 1041; 10059 1034 1042; 10060 1035 1043; 10061 1036 1044
325. 10062 1037 1046; 10063 1038 1045; 10064 1039 1047; 10072 1041 1049
326. 10073 1042 1050; 10074 1043 1051; 10075 1044 1052; 10076 1045 1053
327. 10077 1046 1054; 10078 1047 1055; 10086 1049 1057; 10087 1050 1058
328. 10088 1051 1059; 10089 1052 1060; 10090 1053 1061; 10091 1054 1062
329. 10092 1055 1063; 10100 1063 1064; 10101 1057 1066; 10102 1058 1067
330. 10103 1059 1068; 10104 1060 1069; 10105 1061 1070; 10106 1062 1071
331. 10107 1063 1072; 10108 1064 1073; 10116 1 072 1073; 10117 1001 1075
332. 10118 1002 1076; 10119 1003 1077; 10120 1004 1078; 10121 1005 1079
333. 10122 1006 1080; 10123 1007 1081; 10124 1008 1082; 10125 1010 1084
334. 10126 1011 1085; 10127 1012 1086; 10128 1013 1087; 10129 1014 1088
335. 10130 1015 1089; 10131 1016 1090; 10132 1017 1091; 10133 1019 1093
336. 10134 1020 1094; 10135 1021 1095; 10136 1022 1096; 10137 1023 1097
337. 10138 1024 1098; 10139 1025 1099; 10140 1034 1100; 10141 1035 1101
338. 10142 1036 1102; 10143 1038 1104; 10144 1037 1103 ; 10145 1039 1105
339. 10146 1041 1107; 10147 1049 1115; 10148 1050 1116; 10149 1051 1117
340. 10150 1052 1118; 10151 1053 1119; 10152 1054 1120; 10153 1055 1121
341. 10154 1057 1123; 10155 1058 1124; 10156 1059 1125; 10157 1060 1126
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
44
342. 10158 1061 1127; 10159 1062 1128; 10160 1063 1129; 10161 1064 1130
343. 10162 1066 1132; 10163 1067 1133; 10164 1068 1134; 10165 1069 1135
344. 10166 1070 1136; 10167 1071 1137; 10168 1072 1138; 10169 1073 1139
345. 10177 1081 1082; 10178 1075 1084; 10179 1076 1085; 10180 1077 1086
346. 10181 1078 1087; 10182 1079 1088; 10183 1080 1089; 10184 1081 1090
347. 10185 1082 1091; 10193 1090 1091; 10194 1084 1093; 10195 1085 1094
348. 10196 1086 1095; 10197 1087 1096; 10198 1088 1097; 10199 1089 1098
349. 10200 1090 1099; 10208 10 94 1100; 10209 1095 1101; 10210 1096 1102
350. 10211 1097 1104; 10212 1098 1103; 10213 1099 1105; 10214 1093 1107
351. 10215 1100 1108; 10216 1101 1109; 10217 1102 1110; 10218 1103 1112
352. 10219 1104 1111; 10220 1105 1113; 10228 1107 1115; 10229 1108 111 6
353. 10230 1109 1117; 10231 1110 1118; 10232 1111 1119; 10233 1112 1120
354. 10234 1113 1121; 10242 1115 1123; 10243 1116 1124; 10244 1117 1125
355. 10245 1118 1126; 10246 1119 1127; 10247 1120 1128; 10248 1121 1129
356. 10256 1129 1130; 10257 1123 1132; 10258 1124 1133; 10259 1125 1134
357. 10260 1126 1135; 10261 1127 1136; 10262 1128 1137; 10263 1129 1138
358. 10264 1130 1139; 10272 1138 1139; 10273 1075 1141; 10274 1076 1142
359. 10275 1077 1143; 10276 1078 1144; 10277 1079 1145; 10278 1080 1146
360. 10279 1081 1147; 10280 1084 1149; 10281 1085 1150; 10282 1086 1151
361. 10283 1087 1152; 10284 1088 1153; 10285 1089 1154; 10286 1090 1155
362. 10287 1093 1157; 10288 1094 1158; 10289 1095 1159; 10290 1096 1160
363. 10291 1097 1161; 10292 1098 1162; 10293 1 099 1163; 10294 1108 1176
364. 10295 1109 1177; 10296 1110 1178; 10297 1111 1179; 10298 1112 1180
365. 10299 1113 1181; 10300 1115 1189; 10301 1116 1190; 10302 1117 1191
366. 10303 1118 1192; 10304 1119 1193; 10305 1120 1194; 10306 1121 1195
367. 10307 1123 1197; 10308 1124 1198; 10309 1125 1199; 10310 1126 1200
368. 10311 1127 1201; 10312 1128 1202; 10313 1129 1203; 10314 1132 1205
369. 10315 1133 1206; 10316 1134 1207; 10317 1135 1208; 10318 1136 1209
370. 10319 1137 1210; 10320 1138 1211; 10328 1141 1149 ; 10329 1142 1150
371. 10330 1143 1151; 10331 1144 1152; 10332 1145 1153; 10333 1146 1154
372. 10334 1147 1155; 10342 1149 1157; 10343 1150 1158; 10344 1151 1159
373. 10345 1152 1160; 10346 1153 1161; 10347 1154 1162; 10348 1155 1163
374. 10356 1158 1164; 10357 1159 1165; 10358 1160 1166; 10359 1161 1167
375. 10360 1162 1168; 10361 1163 1169; 10362 1164 1170; 10363 1165 1171
376. 10364 1166 1172; 10365 1167 1173; 10366 1168 1174; 10367 1169 1175
377. 10368 1157 1189; 10369 1170 1176; 10370 1171 1177; 10371 1172 1178
378. 10372 1173 1179; 10373 1174 1180; 10374 1175 1181; 10375 1176 1182
379. 10376 1177 1183; 10377 1178 1184; 10378 1179 1185; 10379 1180 1186
380. 10380 1181 1187; 10381 1182 1190; 10382 1183 1191; 10383 1184 1192
381. 10384 1185 1193; 10385 11 86 1194; 10386 1187 1195; 10394 1189 1197
382. 10395 1190 1198; 10396 1191 1199; 10397 1192 1200; 10398 1193 1201
383. 10399 1194 1202; 10400 1195 1203; 10408 1197 1205; 10409 1198 1206
384. 10410 1199 1207; 10411 1200 1208; 10412 1201 1209; 10413 1202 121 0
385. 10414 1203 1211; 10422 1164 1214; 10423 1165 1215; 10424 1166 1216
386. 10425 1167 1217; 10426 1168 1218; 10427 1169 1219; 10428 1170 1224
387. 10429 1171 1225; 10430 1172 1226; 10431 1173 1227; 10432 1174 1228
388. 10433 1175 1229; 10434 1182 1234; 10435 1183 1235; 10436 1184 1236
389. 10437 1185 1237; 10438 1186 1238; 10439 1187 1239; 10440 1141 1273
390. 10441 1142 1274; 10442 1143 1275; 10443 1144 1276; 10444 1145 1277
391. 10445 1146 1278; 10446 1147 1279; 10447 1149 1281; 10448 1150 1282
392. 10449 1151 1283; 10450 1152 1284; 10451 1153 1285; 10452 1154 1286
393. 10453 1155 1287; 10454 1157 1289; 10455 1158 1290; 10456 1159 1291
394. 10457 1160 1292; 10458 1161 1293; 10459 1162 1294; 10460 1163 1295
395. 10461 1189 1331; 10462 1190 1332; 10463 1 191 1333; 10464 1192 1334
396. 10465 1193 1335; 10466 1194 1336; 10467 1195 1337; 10468 1197 1339
397. 10469 1198 1340; 10470 1199 1341; 10471 1200 1342; 10472 1201 1343
398. 10473 1202 1344; 10474 1203 1345; 10475 1205 1347; 10476 1206 1348
399. 10477 1207 1349; 10478 1208 1350; 10479 1209 1351; 10480 1210 1352
400. 10481 1211 1353; 10489 1219 1221; 10490 1221 1220; 10491 1213 1223
401. 10492 1214 1224; 10493 1215 1225; 10494 1216 1226; 10495 1217 1227
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
44
342. 10158 1061 1127; 10159 1062 1128; 10160 1063 1129; 10161 1064 1130
343. 10162 1066 1132; 10163 1067 1133; 10164 1068 1134; 10165 1069 1135
344. 10166 1070 1136; 10167 1071 1137; 10168 1072 1138; 10169 1073 1139
345. 10177 1081 1082; 10178 1075 1084; 10179 1076 1085; 10180 1077 1086
346. 10181 1078 1087; 10182 1079 1088; 10183 1080 1089; 10184 1081 1090
347. 10185 1082 1091; 10193 1090 1091; 10194 1084 1093; 10195 1085 1094
348. 10196 1086 1095; 10197 1087 1096; 10198 1088 1097; 10199 1089 1098
349. 10200 1090 1099; 10208 10 94 1100; 10209 1095 1101; 10210 1096 1102
350. 10211 1097 1104; 10212 1098 1103; 10213 1099 1105; 10214 1093 1107
351. 10215 1100 1108; 10216 1101 1109; 10217 1102 1110; 10218 1103 1112
352. 10219 1104 1111; 10220 1105 1113; 10228 1107 1115; 10229 1108 111 6
353. 10230 1109 1117; 10231 1110 1118; 10232 1111 1119; 10233 1112 1120
354. 10234 1113 1121; 10242 1115 1123; 10243 1116 1124; 10244 1117 1125
355. 10245 1118 1126; 10246 1119 1127; 10247 1120 1128; 10248 1121 1129
356. 10256 1129 1130; 10257 1123 1132; 10258 1124 1133; 10259 1125 1134
357. 10260 1126 1135; 10261 1127 1136; 10262 1128 1137; 10263 1129 1138
358. 10264 1130 1139; 10272 1138 1139; 10273 1075 1141; 10274 1076 1142
359. 10275 1077 1143; 10276 1078 1144; 10277 1079 1145; 10278 1080 1146
360. 10279 1081 1147; 10280 1084 1149; 10281 1085 1150; 10282 1086 1151
361. 10283 1087 1152; 10284 1088 1153; 10285 1089 1154; 10286 1090 1155
362. 10287 1093 1157; 10288 1094 1158; 10289 1095 1159; 10290 1096 1160
363. 10291 1097 1161; 10292 1098 1162; 10293 1 099 1163; 10294 1108 1176
364. 10295 1109 1177; 10296 1110 1178; 10297 1111 1179; 10298 1112 1180
365. 10299 1113 1181; 10300 1115 1189; 10301 1116 1190; 10302 1117 1191
366. 10303 1118 1192; 10304 1119 1193; 10305 1120 1194; 10306 1121 1195
367. 10307 1123 1197; 10308 1124 1198; 10309 1125 1199; 10310 1126 1200
368. 10311 1127 1201; 10312 1128 1202; 10313 1129 1203; 10314 1132 1205
369. 10315 1133 1206; 10316 1134 1207; 10317 1135 1208; 10318 1136 1209
370. 10319 1137 1210; 10320 1138 1211; 10328 1141 1149 ; 10329 1142 1150
371. 10330 1143 1151; 10331 1144 1152; 10332 1145 1153; 10333 1146 1154
372. 10334 1147 1155; 10342 1149 1157; 10343 1150 1158; 10344 1151 1159
373. 10345 1152 1160; 10346 1153 1161; 10347 1154 1162; 10348 1155 1163
374. 10356 1158 1164; 10357 1159 1165; 10358 1160 1166; 10359 1161 1167
375. 10360 1162 1168; 10361 1163 1169; 10362 1164 1170; 10363 1165 1171
376. 10364 1166 1172; 10365 1167 1173; 10366 1168 1174; 10367 1169 1175
377. 10368 1157 1189; 10369 1170 1176; 10370 1171 1177; 10371 1172 1178
378. 10372 1173 1179; 10373 1174 1180; 10374 1175 1181; 10375 1176 1182
379. 10376 1177 1183; 10377 1178 1184; 10378 1179 1185; 10379 1180 1186
380. 10380 1181 1187; 10381 1182 1190; 10382 1183 1191; 10383 1184 1192
381. 10384 1185 1193; 10385 11 86 1194; 10386 1187 1195; 10394 1189 1197
382. 10395 1190 1198; 10396 1191 1199; 10397 1192 1200; 10398 1193 1201
383. 10399 1194 1202; 10400 1195 1203; 10408 1197 1205; 10409 1198 1206
384. 10410 1199 1207; 10411 1200 1208; 10412 1201 1209; 10413 1202 121 0
385. 10414 1203 1211; 10422 1164 1214; 10423 1165 1215; 10424 1166 1216
386. 10425 1167 1217; 10426 1168 1218; 10427 1169 1219; 10428 1170 1224
387. 10429 1171 1225; 10430 1172 1226; 10431 1173 1227; 10432 1174 1228
388. 10433 1175 1229; 10434 1182 1234; 10435 1183 1235; 10436 1184 1236
389. 10437 1185 1237; 10438 1186 1238; 10439 1187 1239; 10440 1141 1273
390. 10441 1142 1274; 10442 1143 1275; 10443 1144 1276; 10444 1145 1277
391. 10445 1146 1278; 10446 1147 1279; 10447 1149 1281; 10448 1150 1282
392. 10449 1151 1283; 10450 1152 1284; 10451 1153 1285; 10452 1154 1286
393. 10453 1155 1287; 10454 1157 1289; 10455 1158 1290; 10456 1159 1291
394. 10457 1160 1292; 10458 1161 1293; 10459 1162 1294; 10460 1163 1295
395. 10461 1189 1331; 10462 1190 1332; 10463 1 191 1333; 10464 1192 1334
396. 10465 1193 1335; 10466 1194 1336; 10467 1195 1337; 10468 1197 1339
397. 10469 1198 1340; 10470 1199 1341; 10471 1200 1342; 10472 1201 1343
398. 10473 1202 1344; 10474 1203 1345; 10475 1205 1347; 10476 1206 1348
399. 10477 1207 1349; 10478 1208 1350; 10479 1209 1351; 10480 1210 1352
400. 10481 1211 1353; 10489 1219 1221; 10490 1221 1220; 10491 1213 1223
401. 10492 1214 1224; 10493 1215 1225; 10494 1216 1226; 10495 1217 1227
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
45
402. 10496 1218 1228; 10497 1219 1229; 10498 1220 1230 ; 10499 1221 1231
403. 10507 1229 1231; 10508 1231 1230; 10509 1223 1233; 10510 1224 1234
404. 10511 1225 1235; 10512 1226 1236; 10513 1227 1237; 10514 1228 1238
405. 10515 1229 1239; 10516 1230 1240; 10517 1231 1241; 10525 1239 1241
406. 10526 1241 1240; 10527 1213 1243; 10528 1214 1244; 10529 1215 1245
407. 10530 1216 1246; 10531 1217 1247; 10532 1218 1248; 10533 1219 1249
408. 10534 1220 1250; 10535 1221 1251; 10536 1223 1253; 10537 1224 1254
409. 10538 1225 1255; 10539 1226 1256; 10540 1227 1257; 10541 1228 1258
410. 10542 1229 1259; 10543 1230 1260; 10544 1231 1261; 10545 1233 1263
411. 10546 1234 1264; 10547 1235 1265; 10548 1236 1266; 10549 1237 1267
412. 10550 1238 1268; 10551 1239 1269; 10552 1240 1270; 10553 1241 1271
413. 10561 1249 1251; 10562 12 51 1250; 10563 1243 1253; 10564 1244 1254
414. 10565 1245 1255; 10566 1246 1256; 10567 1247 1257; 10568 1248 1258
415. 10569 1249 1259; 10570 1250 1260; 10571 1251 1261; 10579 1259 1261
416. 10580 1261 1260; 10581 1253 1263; 10582 1254 1264; 10583 1255 126 5
417. 10584 1256 1266; 10585 1257 1267; 10586 1258 1268; 10587 1259 1269
418. 10588 1260 1270; 10589 1261 1271; 10597 1269 1271; 10598 1271 1270
419. 10599 1244 1296; 10600 1245 1297; 10601 1246 1298; 10602 1247 1299
420. 10603 1248 1300; 10604 1249 1301; 10605 1254 1310; 10606 1255 1311
421. 10607 1256 1312; 10608 1257 1313; 10609 1258 1314; 10610 1259 1315
422. 10611 1264 1324; 10612 1265 1325; 10613 1266 1326; 10614 1267 1327
423. 10615 1268 1328; 10616 1269 1329; 10624 1273 1281; 10625 1274 1282
424. 10626 1275 1283; 10627 1276 1284; 10628 1277 1285; 10629 1278 1286
425. 10630 1279 1287; 10638 1281 1289; 10639 1282 1290; 10640 1283 1291
426. 10641 1284 1292; 10642 1285 1293; 10643 1286 1294; 10644 1287 1295
427. 10652 1290 1296; 10653 1291 1297; 10654 1 292 1298; 10655 1293 1299
428. 10656 1294 1300; 10657 1295 1301; 10658 1289 1303; 10659 1296 1304
429. 10660 1297 1305; 10661 1298 1306; 10662 1299 1307; 10663 1300 1308
430. 10664 1301 1309; 10672 1304 1310; 10673 1305 1311; 10674 1306 1312
431. 10675 1307 1313; 10676 1308 1314; 10677 1309 1315; 10678 1303 1317
432. 10679 1310 1318; 10680 1311 1319; 10681 1312 1320; 10682 1313 1321
433. 10683 1314 1322; 10684 1315 1323; 10692 1318 1324; 10693 1319 1325
434. 10694 1320 1326; 10695 1321 1327; 10696 1322 1328; 10697 1323 1329
435. 10698 1317 1331; 10699 1324 1332; 10700 1325 1333; 10701 1326 1334
436. 10702 1327 1335; 10703 1328 1336; 10704 1329 1337; 10712 1331 1339
437. 10713 1332 1340; 10714 1333 1341; 10715 1334 1342; 10716 1335 1343
438. 10717 1336 1344; 10718 1337 1345; 10726 1339 1347; 10727 1340 1348
439. 10728 1341 1349; 10729 1342 1350; 10730 1343 1351; 10731 1344 1352
440. 10732 1345 1353; 10740 1273 1355; 10741 1274 1356; 10742 1275 1357
441. 10743 1276 1358; 10744 1277 1359; 10745 1278 136 0; 10746 1279 1361
442. 10747 1281 1363; 10748 1282 1364; 10749 1283 1365; 10750 1284 1366
443. 10751 1285 1367; 10752 1286 1368; 10753 1287 1369; 10754 1289 1371
444. 10755 1290 1372; 10756 1291 1373; 10757 1292 1374; 10758 1293 1375
445. 10759 1294 1376; 10760 1295 1377; 10761 1303 1379; 10762 1304 1380
446. 10763 1305 1381; 10764 1306 1382; 10765 1307 1383; 10766 1308 1384
447. 10767 1309 1385; 10768 1317 1387; 10769 1318 1388; 10770 1319 1389
448. 10771 1320 1390; 10772 1321 1391; 10773 1322 1392; 10774 1323 1393
449. 10775 1331 1395; 10776 1332 1396; 10777 1333 1397; 10778 1334 1398
450. 10779 1335 1399; 10780 1336 1400; 10781 1337 1401; 10782 1339 1403
451. 10783 1340 1404; 10784 1341 1405; 10785 1342 1406; 10786 1343 1407
452. 10787 1344 1408; 10788 1 345 1409; 10789 1347 1411; 10790 1348 1412
453. 10791 1349 1413; 10792 1350 1414; 10793 1351 1415; 10794 1352 1416
454. 10795 1353 1417; 10803 1355 1363; 10804 1356 1364; 10805 1357 1365
455. 10806 1358 1366; 10807 1359 1367; 10808 1360 1368; 10809 1361 13 69
456. 10817 1363 1371; 10818 1364 1372; 10819 1365 1373; 10820 1366 1374
457. 10821 1367 1375; 10822 1368 1376; 10823 1369 1377; 10831 1371 1379
458. 10832 1372 1380; 10833 1373 1381; 10834 1374 1382; 10835 1375 1383
459. 10836 1376 1384; 10837 1377 1385 ; 10845 1379 1387; 10846 1380 1388
460. 10847 1381 1389; 10848 1382 1390; 10849 1383 1391; 10850 1384 1392
461. 10851 1385 1393; 10859 1387 1395; 10860 1388 1396; 10861 1389 1397
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
45
402. 10496 1218 1228; 10497 1219 1229; 10498 1220 1230 ; 10499 1221 1231
403. 10507 1229 1231; 10508 1231 1230; 10509 1223 1233; 10510 1224 1234
404. 10511 1225 1235; 10512 1226 1236; 10513 1227 1237; 10514 1228 1238
405. 10515 1229 1239; 10516 1230 1240; 10517 1231 1241; 10525 1239 1241
406. 10526 1241 1240; 10527 1213 1243; 10528 1214 1244; 10529 1215 1245
407. 10530 1216 1246; 10531 1217 1247; 10532 1218 1248; 10533 1219 1249
408. 10534 1220 1250; 10535 1221 1251; 10536 1223 1253; 10537 1224 1254
409. 10538 1225 1255; 10539 1226 1256; 10540 1227 1257; 10541 1228 1258
410. 10542 1229 1259; 10543 1230 1260; 10544 1231 1261; 10545 1233 1263
411. 10546 1234 1264; 10547 1235 1265; 10548 1236 1266; 10549 1237 1267
412. 10550 1238 1268; 10551 1239 1269; 10552 1240 1270; 10553 1241 1271
413. 10561 1249 1251; 10562 12 51 1250; 10563 1243 1253; 10564 1244 1254
414. 10565 1245 1255; 10566 1246 1256; 10567 1247 1257; 10568 1248 1258
415. 10569 1249 1259; 10570 1250 1260; 10571 1251 1261; 10579 1259 1261
416. 10580 1261 1260; 10581 1253 1263; 10582 1254 1264; 10583 1255 126 5
417. 10584 1256 1266; 10585 1257 1267; 10586 1258 1268; 10587 1259 1269
418. 10588 1260 1270; 10589 1261 1271; 10597 1269 1271; 10598 1271 1270
419. 10599 1244 1296; 10600 1245 1297; 10601 1246 1298; 10602 1247 1299
420. 10603 1248 1300; 10604 1249 1301; 10605 1254 1310; 10606 1255 1311
421. 10607 1256 1312; 10608 1257 1313; 10609 1258 1314; 10610 1259 1315
422. 10611 1264 1324; 10612 1265 1325; 10613 1266 1326; 10614 1267 1327
423. 10615 1268 1328; 10616 1269 1329; 10624 1273 1281; 10625 1274 1282
424. 10626 1275 1283; 10627 1276 1284; 10628 1277 1285; 10629 1278 1286
425. 10630 1279 1287; 10638 1281 1289; 10639 1282 1290; 10640 1283 1291
426. 10641 1284 1292; 10642 1285 1293; 10643 1286 1294; 10644 1287 1295
427. 10652 1290 1296; 10653 1291 1297; 10654 1 292 1298; 10655 1293 1299
428. 10656 1294 1300; 10657 1295 1301; 10658 1289 1303; 10659 1296 1304
429. 10660 1297 1305; 10661 1298 1306; 10662 1299 1307; 10663 1300 1308
430. 10664 1301 1309; 10672 1304 1310; 10673 1305 1311; 10674 1306 1312
431. 10675 1307 1313; 10676 1308 1314; 10677 1309 1315; 10678 1303 1317
432. 10679 1310 1318; 10680 1311 1319; 10681 1312 1320; 10682 1313 1321
433. 10683 1314 1322; 10684 1315 1323; 10692 1318 1324; 10693 1319 1325
434. 10694 1320 1326; 10695 1321 1327; 10696 1322 1328; 10697 1323 1329
435. 10698 1317 1331; 10699 1324 1332; 10700 1325 1333; 10701 1326 1334
436. 10702 1327 1335; 10703 1328 1336; 10704 1329 1337; 10712 1331 1339
437. 10713 1332 1340; 10714 1333 1341; 10715 1334 1342; 10716 1335 1343
438. 10717 1336 1344; 10718 1337 1345; 10726 1339 1347; 10727 1340 1348
439. 10728 1341 1349; 10729 1342 1350; 10730 1343 1351; 10731 1344 1352
440. 10732 1345 1353; 10740 1273 1355; 10741 1274 1356; 10742 1275 1357
441. 10743 1276 1358; 10744 1277 1359; 10745 1278 136 0; 10746 1279 1361
442. 10747 1281 1363; 10748 1282 1364; 10749 1283 1365; 10750 1284 1366
443. 10751 1285 1367; 10752 1286 1368; 10753 1287 1369; 10754 1289 1371
444. 10755 1290 1372; 10756 1291 1373; 10757 1292 1374; 10758 1293 1375
445. 10759 1294 1376; 10760 1295 1377; 10761 1303 1379; 10762 1304 1380
446. 10763 1305 1381; 10764 1306 1382; 10765 1307 1383; 10766 1308 1384
447. 10767 1309 1385; 10768 1317 1387; 10769 1318 1388; 10770 1319 1389
448. 10771 1320 1390; 10772 1321 1391; 10773 1322 1392; 10774 1323 1393
449. 10775 1331 1395; 10776 1332 1396; 10777 1333 1397; 10778 1334 1398
450. 10779 1335 1399; 10780 1336 1400; 10781 1337 1401; 10782 1339 1403
451. 10783 1340 1404; 10784 1341 1405; 10785 1342 1406; 10786 1343 1407
452. 10787 1344 1408; 10788 1 345 1409; 10789 1347 1411; 10790 1348 1412
453. 10791 1349 1413; 10792 1350 1414; 10793 1351 1415; 10794 1352 1416
454. 10795 1353 1417; 10803 1355 1363; 10804 1356 1364; 10805 1357 1365
455. 10806 1358 1366; 10807 1359 1367; 10808 1360 1368; 10809 1361 13 69
456. 10817 1363 1371; 10818 1364 1372; 10819 1365 1373; 10820 1366 1374
457. 10821 1367 1375; 10822 1368 1376; 10823 1369 1377; 10831 1371 1379
458. 10832 1372 1380; 10833 1373 1381; 10834 1374 1382; 10835 1375 1383
459. 10836 1376 1384; 10837 1377 1385 ; 10845 1379 1387; 10846 1380 1388
460. 10847 1381 1389; 10848 1382 1390; 10849 1383 1391; 10850 1384 1392
461. 10851 1385 1393; 10859 1387 1395; 10860 1388 1396; 10861 1389 1397
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
46
462. 10862 1390 1398; 10863 1391 1399; 10864 1392 1400; 10865 1393 1401
463. 10873 1395 1403; 10874 1396 1404; 10875 1397 1405; 10876 1398 1406
464. 10877 1399 1407; 10878 1400 1408; 10879 1401 1409; 10887 1403 1411
465. 10888 1404 1412; 10889 1405 1413; 10890 1406 1414; 10891 1407 1415
466. 10892 1408 1416; 10893 1409 1417; 10901 1355 1419; 10902 1356 1420
467. 10903 1357 1421; 10904 1358 1422; 10905 1359 1423; 10906 1360 1424
468. 10907 1361 1425; 10908 1363 1427; 10909 1364 1428; 10910 1365 1429
469. 10911 1366 1430; 10912 1367 1431; 10913 1368 1432; 10914 1369 1433
470. 10915 1371 1435; 10916 1372 1436; 10917 1373 1437; 10918 1374 1438
471. 10919 1375 1439; 10920 1376 1440; 10921 1377 1441; 10922 1379 1443
472. 10923 1380 1444; 10924 1381 1445; 10925 1382 1446; 10926 1383 1447
473. 10927 1384 1448; 10928 1385 1449; 10929 1387 145 1; 10930 1388 1452
474. 10931 1389 1453; 10932 1390 1454; 10933 1391 1455; 10934 1392 1456
475. 10935 1393 1457; 10936 1395 1459; 10937 1396 1460; 10938 1397 1461
476. 10939 1398 1462; 10940 1399 1463; 10941 1400 1464; 10942 1401 1465
477. 10943 1403 1467; 10944 1404 1468; 10945 1405 1469; 10946 1406 1470
478. 10947 1407 1471; 10948 1408 1472; 10949 1409 1473; 10950 1411 1475
479. 10951 1412 1476; 10952 1413 1477; 10953 1414 1478; 10954 1415 1479
480. 10955 1416 1480; 10956 1417 1481; 10964 1419 1427; 10965 1420 1428
481. 10966 1421 1429; 10967 1422 1430; 10968 1423 1431; 10969 1424 1432
482. 10970 1425 1433; 10978 1427 1435; 10979 1428 1436; 10980 1429 1437
483. 10981 1430 1438; 10982 1431 1439; 10983 1432 1440; 10984 1433 1441
484. 10992 1435 1443; 10993 1 436 1444; 10994 1437 1445; 10995 1438 1446
485. 10996 1439 1447; 10997 1440 1448; 10998 1441 1449; 11006 1443 1451
486. 11007 1444 1452; 11008 1445 1453; 11009 1446 1454; 11010 1447 1455
487. 11011 1448 1456; 11012 1449 1457; 11020 1451 1459; 11021 1452 14 60
488. 11022 1453 1461; 11023 1454 1462; 11024 1455 1463; 11025 1456 1464
489. 11026 1457 1465; 11034 1459 1467; 11035 1460 1468; 11036 1461 1469
490. 11037 1462 1470; 11038 1463 1471; 11039 1464 1472; 11040 1465 1473
491. 11048 1467 1475; 11049 1468 1476 ; 11050 1469 1477; 11051 1470 1478
492. 11052 1471 1479; 11053 1472 1480; 11054 1473 1481; 11062 1419 1483
493. 11063 1420 1484; 11064 1421 1485; 11065 1422 1486; 11066 1423 1487
494. 11067 1424 1488; 11068 1425 1489; 11069 1427 1497; 11070 1428 1498
495. 11071 1429 1499; 11072 1430 1500; 11073 1431 1501; 11074 1432 1502
496. 11075 1433 1503; 11076 1435 1505; 11077 1436 1506; 11078 1437 1507
497. 11079 1438 1508; 11080 1439 1509; 11081 1440 1510; 11082 1441 1511
498. 11083 1444 1512; 11084 1445 1513; 11085 1446 1514; 11086 1447 1515
499. 11087 1448 1516; 11088 1449 1517; 11089 1452 1518; 11090 1453 1519
500. 11091 1454 1520; 11092 1455 1521; 11093 1456 1522; 11094 1457 1523
501. 11095 1459 1525; 11096 1460 1526; 11097 1461 1527; 11098 1462 1528
502. 11099 1463 1529; 11100 1464 1530; 11101 1465 1531; 11102 1467 1533
503. 11103 1468 1534; 11104 1469 1535; 11105 1470 1536; 11106 1471 1537
504. 11107 1472 1538; 11108 1473 1539; 11109 1475 1541; 11110 1476 1542
505. 11111 1477 1543; 11112 1478 1544; 11113 1479 154 5; 11114 1480 1546
506. 11115 1481 1547; 11116 1443 1575; 11117 1451 1583; 11125 1484 1490
507. 11126 1485 1491; 11127 1486 1492; 11128 1487 1493; 11129 1488 1494
508. 11130 1489 1495; 11131 1483 1497; 11132 1490 1498; 11133 1491 1499
509. 11134 1492 1500; 11135 1493 1501; 11136 1494 1502; 11137 1495 1503
510. 11145 1497 1505; 11146 1498 1506; 11147 1499 1507; 11148 1500 1508
511. 11149 1501 1509; 11150 1502 1510; 11151 1503 1511; 11159 1506 1512
512. 11160 1507 1513; 11161 1508 1514; 11162 1509 1515; 11163 1510 1516
513. 11164 1511 1517; 11165 1512 1518; 11166 1513 1519; 11167 1514 1520
514. 11168 1515 1521; 11169 1516 1522; 11170 1517 1523; 11171 1505 1525
515. 11172 1518 1526; 11173 1519 1527; 11174 1520 1528; 11175 1521 1529
516. 11176 1522 1530; 11177 1 523 1531; 11185 1525 1533; 11186 1526 1534
517. 11187 1527 1535; 11188 1528 1536; 11189 1529 1537; 11190 1530 1538
518. 11191 1531 1539; 11199 1533 1541; 11200 1534 1542; 11201 1535 1543
519. 11202 1536 1544; 11203 1537 1545; 11204 1538 1546; 11205 1539 15 47
520. 11213 1483 1549; 11214 1484 1550; 11215 1485 1551; 11216 1486 1552
521. 11217 1487 1553; 11218 1488 1554; 11219 1489 1555; 11220 1490 1559
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
46
462. 10862 1390 1398; 10863 1391 1399; 10864 1392 1400; 10865 1393 1401
463. 10873 1395 1403; 10874 1396 1404; 10875 1397 1405; 10876 1398 1406
464. 10877 1399 1407; 10878 1400 1408; 10879 1401 1409; 10887 1403 1411
465. 10888 1404 1412; 10889 1405 1413; 10890 1406 1414; 10891 1407 1415
466. 10892 1408 1416; 10893 1409 1417; 10901 1355 1419; 10902 1356 1420
467. 10903 1357 1421; 10904 1358 1422; 10905 1359 1423; 10906 1360 1424
468. 10907 1361 1425; 10908 1363 1427; 10909 1364 1428; 10910 1365 1429
469. 10911 1366 1430; 10912 1367 1431; 10913 1368 1432; 10914 1369 1433
470. 10915 1371 1435; 10916 1372 1436; 10917 1373 1437; 10918 1374 1438
471. 10919 1375 1439; 10920 1376 1440; 10921 1377 1441; 10922 1379 1443
472. 10923 1380 1444; 10924 1381 1445; 10925 1382 1446; 10926 1383 1447
473. 10927 1384 1448; 10928 1385 1449; 10929 1387 145 1; 10930 1388 1452
474. 10931 1389 1453; 10932 1390 1454; 10933 1391 1455; 10934 1392 1456
475. 10935 1393 1457; 10936 1395 1459; 10937 1396 1460; 10938 1397 1461
476. 10939 1398 1462; 10940 1399 1463; 10941 1400 1464; 10942 1401 1465
477. 10943 1403 1467; 10944 1404 1468; 10945 1405 1469; 10946 1406 1470
478. 10947 1407 1471; 10948 1408 1472; 10949 1409 1473; 10950 1411 1475
479. 10951 1412 1476; 10952 1413 1477; 10953 1414 1478; 10954 1415 1479
480. 10955 1416 1480; 10956 1417 1481; 10964 1419 1427; 10965 1420 1428
481. 10966 1421 1429; 10967 1422 1430; 10968 1423 1431; 10969 1424 1432
482. 10970 1425 1433; 10978 1427 1435; 10979 1428 1436; 10980 1429 1437
483. 10981 1430 1438; 10982 1431 1439; 10983 1432 1440; 10984 1433 1441
484. 10992 1435 1443; 10993 1 436 1444; 10994 1437 1445; 10995 1438 1446
485. 10996 1439 1447; 10997 1440 1448; 10998 1441 1449; 11006 1443 1451
486. 11007 1444 1452; 11008 1445 1453; 11009 1446 1454; 11010 1447 1455
487. 11011 1448 1456; 11012 1449 1457; 11020 1451 1459; 11021 1452 14 60
488. 11022 1453 1461; 11023 1454 1462; 11024 1455 1463; 11025 1456 1464
489. 11026 1457 1465; 11034 1459 1467; 11035 1460 1468; 11036 1461 1469
490. 11037 1462 1470; 11038 1463 1471; 11039 1464 1472; 11040 1465 1473
491. 11048 1467 1475; 11049 1468 1476 ; 11050 1469 1477; 11051 1470 1478
492. 11052 1471 1479; 11053 1472 1480; 11054 1473 1481; 11062 1419 1483
493. 11063 1420 1484; 11064 1421 1485; 11065 1422 1486; 11066 1423 1487
494. 11067 1424 1488; 11068 1425 1489; 11069 1427 1497; 11070 1428 1498
495. 11071 1429 1499; 11072 1430 1500; 11073 1431 1501; 11074 1432 1502
496. 11075 1433 1503; 11076 1435 1505; 11077 1436 1506; 11078 1437 1507
497. 11079 1438 1508; 11080 1439 1509; 11081 1440 1510; 11082 1441 1511
498. 11083 1444 1512; 11084 1445 1513; 11085 1446 1514; 11086 1447 1515
499. 11087 1448 1516; 11088 1449 1517; 11089 1452 1518; 11090 1453 1519
500. 11091 1454 1520; 11092 1455 1521; 11093 1456 1522; 11094 1457 1523
501. 11095 1459 1525; 11096 1460 1526; 11097 1461 1527; 11098 1462 1528
502. 11099 1463 1529; 11100 1464 1530; 11101 1465 1531; 11102 1467 1533
503. 11103 1468 1534; 11104 1469 1535; 11105 1470 1536; 11106 1471 1537
504. 11107 1472 1538; 11108 1473 1539; 11109 1475 1541; 11110 1476 1542
505. 11111 1477 1543; 11112 1478 1544; 11113 1479 154 5; 11114 1480 1546
506. 11115 1481 1547; 11116 1443 1575; 11117 1451 1583; 11125 1484 1490
507. 11126 1485 1491; 11127 1486 1492; 11128 1487 1493; 11129 1488 1494
508. 11130 1489 1495; 11131 1483 1497; 11132 1490 1498; 11133 1491 1499
509. 11134 1492 1500; 11135 1493 1501; 11136 1494 1502; 11137 1495 1503
510. 11145 1497 1505; 11146 1498 1506; 11147 1499 1507; 11148 1500 1508
511. 11149 1501 1509; 11150 1502 1510; 11151 1503 1511; 11159 1506 1512
512. 11160 1507 1513; 11161 1508 1514; 11162 1509 1515; 11163 1510 1516
513. 11164 1511 1517; 11165 1512 1518; 11166 1513 1519; 11167 1514 1520
514. 11168 1515 1521; 11169 1516 1522; 11170 1517 1523; 11171 1505 1525
515. 11172 1518 1526; 11173 1519 1527; 11174 1520 1528; 11175 1521 1529
516. 11176 1522 1530; 11177 1 523 1531; 11185 1525 1533; 11186 1526 1534
517. 11187 1527 1535; 11188 1528 1536; 11189 1529 1537; 11190 1530 1538
518. 11191 1531 1539; 11199 1533 1541; 11200 1534 1542; 11201 1535 1543
519. 11202 1536 1544; 11203 1537 1545; 11204 1538 1546; 11205 1539 15 47
520. 11213 1483 1549; 11214 1484 1550; 11215 1485 1551; 11216 1486 1552
521. 11217 1487 1553; 11218 1488 1554; 11219 1489 1555; 11220 1490 1559
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
47
522. 11221 1491 1560; 11222 1492 1561; 11223 1493 1562; 11224 1494 1563
523. 11225 1495 1564; 11226 1505 1567 ; 11227 1506 1568; 11228 1507 1569
524. 11229 1508 1570; 11230 1509 1571; 11231 1510 1572; 11232 1511 1573
525. 11233 1512 1576; 11234 1513 1577; 11235 1514 1578; 11236 1515 1579
526. 11237 1516 1580; 11238 1517 1581; 11239 1518 1584; 11240 1519 1585
527. 11241 1520 1586; 11242 1521 1587; 11243 1522 1588; 11244 1523 1589
528. 11245 1525 1591; 11246 1526 1592; 11247 1527 1593; 11248 1528 1594
529. 11249 1529 1595; 11250 1530 1596; 11251 1531 1597; 11252 1533 1599
530. 11253 1534 1600; 11254 1535 1601; 11255 1536 1602; 11256 1537 1603
531. 11257 1538 1604; 11258 1539 1605; 11259 1541 1607; 11260 1542 1608
532. 11261 1543 1609; 11262 1544 1610; 11263 1545 1611; 11264 1546 1612
533. 11265 1547 1613; 11273 1555 1556; 11274 1549 1558; 11275 1550 1559
534. 11276 1551 1560; 11277 1552 1561; 11278 1553 1562; 11279 1554 1563
535. 11280 1555 1564; 11281 1556 1565; 11289 1564 1565; 11290 1558 1567
536. 11291 1559 1568; 11292 1560 1569; 11293 1561 1570; 11294 1562 1571
537. 11295 1563 1572; 11296 1564 1573; 11304 1567 157 5; 11305 1568 1576
538. 11306 1569 1577; 11307 1570 1578; 11308 1571 1579; 11309 1572 1580
539. 11310 1573 1581; 11318 1575 1583; 11319 1576 1584; 11320 1577 1585
540. 11321 1578 1586; 11322 1579 1587; 11323 1580 1588; 11324 1581 1589
541. 11332 1583 1591; 11333 1584 1592; 11334 1585 1593; 11335 1586 1594
542. 11336 1587 1595; 11337 1588 1596; 11338 1589 1597; 11346 1591 1599
543. 11347 1592 1600; 11348 1593 1601; 11349 1594 1602; 11350 1595 1603
544. 11351 1596 1604; 11352 1597 1605; 11360 1599 1607; 11361 1600 1608
545. 11362 1601 1609; 11363 1602 1610; 11364 1603 1611; 11365 1604 1612
546. 11366 1605 1613; 11374 1549 1615; 11375 1550 1616; 11376 1551 1617
547. 11377 1552 1618; 11378 1553 1619; 11379 1554 1620; 11380 1555 1621
548. 11381 1556 1622; 11382 1 558 1624; 11383 1559 1625; 11384 1560 1626
549. 11385 1561 1627; 11386 1562 1628; 11387 1563 1629; 11388 1564 1630
550. 11389 1565 1631; 11390 1567 1633; 11391 1568 1634; 11392 1569 1635
551. 11393 1570 1636; 11394 1571 1637; 11395 1572 1638; 11396 1573 16 39
552. 11397 1575 1641; 11398 1576 1642; 11399 1577 1643; 11400 1578 1644
553. 11401 1579 1645; 11402 1580 1646; 11403 1581 1647; 11404 1583 1649
554. 11405 1584 1650; 11406 1585 1651; 11407 1586 1652; 11408 1587 1653
555. 11409 1588 1654; 11410 1589 1655 ; 11411 1591 1657; 11412 1592 1658
556. 11413 1593 1659; 11414 1594 1660; 11415 1595 1661; 11416 1596 1662
557. 11417 1597 1663; 11418 1599 1665; 11419 1600 1666; 11420 1601 1667
558. 11421 1602 1668; 11422 1603 1669; 11423 1604 1670; 11424 1605 1671
559. 11425 1607 1673; 11426 1608 1674; 11427 1609 1675; 11428 1610 1676
560. 11429 1611 1677; 11430 1612 1678; 11431 1613 1679; 11439 1621 1622
561. 11440 1615 1624; 11441 1616 1625; 11442 1617 1626; 11443 1618 1627
562. 11444 1619 1628; 11445 1620 1629; 11446 1621 1630; 11447 1622 1631
563. 11455 1630 1631; 11456 1624 1633; 11457 1625 1634; 11458 1626 1635
564. 11459 1627 1636; 11460 1628 1637; 11461 1629 1638; 11462 1630 1639
565. 11470 1633 1641; 11471 1634 1642; 11472 1635 1643; 11473 1636 1644
566. 11474 1637 1645; 11475 1638 1646; 11476 1639 1647; 11484 1641 1649
567. 11485 1642 1650; 11486 1643 1651; 11487 1644 1652; 11488 1645 1653
568. 11489 1646 1654; 11490 1647 1655; 11498 1649 1657; 11499 1650 1658
569. 11500 1651 1659; 11501 1652 1660; 11502 1653 166 1; 11503 1654 1662
570. 11504 1655 1663; 11512 1657 1665; 11513 1658 1666; 11514 1659 1667
571. 11515 1660 1668; 11516 1661 1669; 11517 1662 1670; 11518 1663 1671
572. 11526 1665 1673; 11527 1666 1674; 11528 1667 1675; 11529 1668 1676
573. 11530 1669 1677; 11531 1670 1678; 11532 1671 1679
574. DEFINE MATERIAL START
575. ISOTROPIC CONCRETE
576. E 2.5E+007
577. POISSON 0.17
578. DENSITY 25
579. ALPHA 1E-005
580. DAMP 0.05
581. TYPE CONCRETE
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
47
522. 11221 1491 1560; 11222 1492 1561; 11223 1493 1562; 11224 1494 1563
523. 11225 1495 1564; 11226 1505 1567 ; 11227 1506 1568; 11228 1507 1569
524. 11229 1508 1570; 11230 1509 1571; 11231 1510 1572; 11232 1511 1573
525. 11233 1512 1576; 11234 1513 1577; 11235 1514 1578; 11236 1515 1579
526. 11237 1516 1580; 11238 1517 1581; 11239 1518 1584; 11240 1519 1585
527. 11241 1520 1586; 11242 1521 1587; 11243 1522 1588; 11244 1523 1589
528. 11245 1525 1591; 11246 1526 1592; 11247 1527 1593; 11248 1528 1594
529. 11249 1529 1595; 11250 1530 1596; 11251 1531 1597; 11252 1533 1599
530. 11253 1534 1600; 11254 1535 1601; 11255 1536 1602; 11256 1537 1603
531. 11257 1538 1604; 11258 1539 1605; 11259 1541 1607; 11260 1542 1608
532. 11261 1543 1609; 11262 1544 1610; 11263 1545 1611; 11264 1546 1612
533. 11265 1547 1613; 11273 1555 1556; 11274 1549 1558; 11275 1550 1559
534. 11276 1551 1560; 11277 1552 1561; 11278 1553 1562; 11279 1554 1563
535. 11280 1555 1564; 11281 1556 1565; 11289 1564 1565; 11290 1558 1567
536. 11291 1559 1568; 11292 1560 1569; 11293 1561 1570; 11294 1562 1571
537. 11295 1563 1572; 11296 1564 1573; 11304 1567 157 5; 11305 1568 1576
538. 11306 1569 1577; 11307 1570 1578; 11308 1571 1579; 11309 1572 1580
539. 11310 1573 1581; 11318 1575 1583; 11319 1576 1584; 11320 1577 1585
540. 11321 1578 1586; 11322 1579 1587; 11323 1580 1588; 11324 1581 1589
541. 11332 1583 1591; 11333 1584 1592; 11334 1585 1593; 11335 1586 1594
542. 11336 1587 1595; 11337 1588 1596; 11338 1589 1597; 11346 1591 1599
543. 11347 1592 1600; 11348 1593 1601; 11349 1594 1602; 11350 1595 1603
544. 11351 1596 1604; 11352 1597 1605; 11360 1599 1607; 11361 1600 1608
545. 11362 1601 1609; 11363 1602 1610; 11364 1603 1611; 11365 1604 1612
546. 11366 1605 1613; 11374 1549 1615; 11375 1550 1616; 11376 1551 1617
547. 11377 1552 1618; 11378 1553 1619; 11379 1554 1620; 11380 1555 1621
548. 11381 1556 1622; 11382 1 558 1624; 11383 1559 1625; 11384 1560 1626
549. 11385 1561 1627; 11386 1562 1628; 11387 1563 1629; 11388 1564 1630
550. 11389 1565 1631; 11390 1567 1633; 11391 1568 1634; 11392 1569 1635
551. 11393 1570 1636; 11394 1571 1637; 11395 1572 1638; 11396 1573 16 39
552. 11397 1575 1641; 11398 1576 1642; 11399 1577 1643; 11400 1578 1644
553. 11401 1579 1645; 11402 1580 1646; 11403 1581 1647; 11404 1583 1649
554. 11405 1584 1650; 11406 1585 1651; 11407 1586 1652; 11408 1587 1653
555. 11409 1588 1654; 11410 1589 1655 ; 11411 1591 1657; 11412 1592 1658
556. 11413 1593 1659; 11414 1594 1660; 11415 1595 1661; 11416 1596 1662
557. 11417 1597 1663; 11418 1599 1665; 11419 1600 1666; 11420 1601 1667
558. 11421 1602 1668; 11422 1603 1669; 11423 1604 1670; 11424 1605 1671
559. 11425 1607 1673; 11426 1608 1674; 11427 1609 1675; 11428 1610 1676
560. 11429 1611 1677; 11430 1612 1678; 11431 1613 1679; 11439 1621 1622
561. 11440 1615 1624; 11441 1616 1625; 11442 1617 1626; 11443 1618 1627
562. 11444 1619 1628; 11445 1620 1629; 11446 1621 1630; 11447 1622 1631
563. 11455 1630 1631; 11456 1624 1633; 11457 1625 1634; 11458 1626 1635
564. 11459 1627 1636; 11460 1628 1637; 11461 1629 1638; 11462 1630 1639
565. 11470 1633 1641; 11471 1634 1642; 11472 1635 1643; 11473 1636 1644
566. 11474 1637 1645; 11475 1638 1646; 11476 1639 1647; 11484 1641 1649
567. 11485 1642 1650; 11486 1643 1651; 11487 1644 1652; 11488 1645 1653
568. 11489 1646 1654; 11490 1647 1655; 11498 1649 1657; 11499 1650 1658
569. 11500 1651 1659; 11501 1652 1660; 11502 1653 166 1; 11503 1654 1662
570. 11504 1655 1663; 11512 1657 1665; 11513 1658 1666; 11514 1659 1667
571. 11515 1660 1668; 11516 1661 1669; 11517 1662 1670; 11518 1663 1671
572. 11526 1665 1673; 11527 1666 1674; 11528 1667 1675; 11529 1668 1676
573. 11530 1669 1677; 11531 1670 1678; 11532 1671 1679
574. DEFINE MATERIAL START
575. ISOTROPIC CONCRETE
576. E 2.5E+007
577. POISSON 0.17
578. DENSITY 25
579. ALPHA 1E-005
580. DAMP 0.05
581. TYPE CONCRETE
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
48
582. *STRENGTH FCU 25000
583. END DEFINE MATERIAL
584. MEMBER PROPERTY INDIAN
585. 10008 10024 10038 10058 10072 10086 10101 10117 10125 10133 10146 10147 10154
-
586. 10162 10178 10194 10214 10228 10242 10257 10273 10280 10287 10300 10307 -
587. 10314 10328 10342 10394 10408 10491 10509 10527 10536 10545 10563 10581 -
588. 10624 10638 10658 10678 10698 10712 10726 10740 10747 10754 10761 10768 -
589. 10775 10782 10789 10803 10817 10831 10859 10873 10887 10964 10978 10992 -
590. 11006 11020 11034 11048 11062 11069 11076 11095 11102 11109 11131 11145 -
591. 11185 11199 11213 11226 11245 11252 11259 11274 11290 11304 11318 11332 -
592. 11346 11360 11374 11382 11390 11397 11404 11411 11418 11425 11440 11456 -
593. 11470 11484 11498 11512 11526 PRIS YD 0.45 ZD 0.23
594. 10009 TO 10015 10025 TO 10030 10039 TO 10044 10052 TO 10057 10059 TO 10064 -
595. 10073 TO 10078 10087 TO 10092 10102 TO 10108 10118 TO 10124 10126 TO 10132 -
596. 10134 TO 10145 10148 TO 10153 10155 TO 10161 10163 TO 10169 10179 TO 10185 -
597. 10195 TO 10200 10208 TO 10213 10215 TO 10220 10229 TO 10234 10243 TO 1 0248 -
598. 10258 TO 10264 10274 TO 10279 10281 TO 10286 10288 TO 10299 10301 TO 10306 –
599. 10308 TO 10313 10315 TO 10320 10329 TO 10334 10343 TO 10348 10356 TO 10367 -
600. 10369 TO 10386 10395 TO 10400 10409 TO 10414 10422 TO 10439 10441 TO 10446 -
601. 10448 TO 10453 10455 TO 10460 10462 TO 10467 10469 TO 10474 10476 TO 10481 -
602. 10492 TO 10499 10510 TO 10517 10528 TO 10535 10537 TO 10544 10546 TO 10553 -
603. 10564 TO 10571 10582 TO 10589 10599 TO 10616 10625 TO 10630 10639 TO 10644 -
604. 10652 TO 10657 10659 TO 10664 10672 TO 10677 10679 TO 10684 10692 TO 10697 -
605. 10699 TO 10704 10713 TO 10718 10727 TO 10732 10741 TO 10746 10748 TO 10753 -
606. 10755 TO 10760 10762 TO 10767 10769 TO 10774 10776 TO 10781 10783 TO 10788 -
607. 10790 TO 10795 108 04 TO 10809 10818 TO 10823 10832 TO 10837 10846 TO 10851 -
608. 10860 TO 10865 10874 TO 10879 10888 TO 10893 10902 TO 10907 10909 TO 10914 -
609. 10916 TO 10921 10923 TO 10928 10930 TO 10935 10937 TO 10942 10944 TO 10949 -
610. 10951 TO 10956 10965 TO 1097 0 10979 TO 10984 10993 TO 10998 11007 TO 11012 -
611. 11021 TO 11026 11035 TO 11040 11049 TO 11054 11063 TO 11068 11070 TO 11075 -
612. 11077 TO 11094 11096 TO 11101 11103 TO 11108 11110 PRIS YD 0.6 ZD 0.45
613. 11111 TO 11115 11125 TO 11130 11132 TO 11137 11146 TO 11151 11159 TO 11170 -
614. 11172 TO 11177 11186 TO 11191 11200 TO 11205 11214 TO 11225 11227 TO 11244 -
615. 11246 TO 11251 11253 TO 11258 11260 TO 11265 11275 TO 11281 11291 TO 11296 -
616. 11305 TO 11310 11319 TO 11324 11333 TO 11338 11347 TO 11352 11361 TO 11366 -
617. 11375 TO 11381 11383 TO 11389 11391 TO 11396 11398 TO 11403 11405 TO 11410 -
618. 11412 TO 11417 11419 TO 11424 11426 TO 11431 11441 TO 11447 11457 TO 11462 -
619. 11471 TO 11476 11485 TO 11490 11499 TO 11504 11513 TO 11518 1152 7 TO 11531 -
620. 11532 PRIS YD 0.6 ZD 0.45
621. 1 2 6 8 9 13 15 21 TO 27 36 44 52 57 58 63 65 TO 67 71 TO 73 101 102 106 108
-
622. 109 113 115 121 TO 127 136 144 152 157 158 163 165 TO 167 171 TO 173 201 -
623. 202 206 208 209 213 215 221 TO 227 236 244 252 257 258 263 265 TO 267 271 -
624. 272 TO 273 301 302 306 308 309 313 315 321 TO 327 336 344 352 357 358 363 -
625. 365 TO 367 371 TO 373 401 402 406 408 409 413 415 421 TO 427 436 444 452 -
626. 457 458 463 465 TO 467 471 TO 473 501 502 506 508 509 513 515 521 TO 527 -
627. 536 544 552 557 558 563 565 TO 567 571 TO 573 601 602 606 608 609 613 615 -
628. 621 TO 627 636 644 652 657 658 663 665 TO 667 671 TO 673 10007 10023 10116 -
629. 10177 10272 10489 10490 10507 10508 10525 10526 10561 10562 10579 1058 0 -
630. 10597 10598 11273 11439 11455 PRIS YD 0.45 ZD 0.45
631. 4 5 31 32 69 70 104 105 131 132 169 170 PRIS YD 0.525 ZD 0.3
632. 204 205 231 232 269 270 304 305 331 332 369 370 404 405 431 432 469 470 504 -
633. 505 531 532 569 570 604 605 631 632 669 67 0 PRIS YD 0.45 ZD 0.45
634. MEMBER PROPERTY INDIAN
635. 7 10 14 16 20 28 34 43 51 53 54 56 59 64 68 107 110 114 116 120 128 134 143 -
636. 151 153 154 156 159 164 168 207 210 214 216 220 228 234 243 251 253 254 256 -
637. 259 264 268 307 310 314 316 320 32 8 334 343 351 353 354 356 359 364 368 407 -
638. 410 414 416 420 428 434 443 451 453 454 456 459 464 468 507 510 514 516 520 -
639. 528 534 543 551 553 554 556 559 564 568 607 610 614 616 620 628 634 643 651 -
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
48
582. *STRENGTH FCU 25000
583. END DEFINE MATERIAL
584. MEMBER PROPERTY INDIAN
585. 10008 10024 10038 10058 10072 10086 10101 10117 10125 10133 10146 10147 10154
-
586. 10162 10178 10194 10214 10228 10242 10257 10273 10280 10287 10300 10307 -
587. 10314 10328 10342 10394 10408 10491 10509 10527 10536 10545 10563 10581 -
588. 10624 10638 10658 10678 10698 10712 10726 10740 10747 10754 10761 10768 -
589. 10775 10782 10789 10803 10817 10831 10859 10873 10887 10964 10978 10992 -
590. 11006 11020 11034 11048 11062 11069 11076 11095 11102 11109 11131 11145 -
591. 11185 11199 11213 11226 11245 11252 11259 11274 11290 11304 11318 11332 -
592. 11346 11360 11374 11382 11390 11397 11404 11411 11418 11425 11440 11456 -
593. 11470 11484 11498 11512 11526 PRIS YD 0.45 ZD 0.23
594. 10009 TO 10015 10025 TO 10030 10039 TO 10044 10052 TO 10057 10059 TO 10064 -
595. 10073 TO 10078 10087 TO 10092 10102 TO 10108 10118 TO 10124 10126 TO 10132 -
596. 10134 TO 10145 10148 TO 10153 10155 TO 10161 10163 TO 10169 10179 TO 10185 -
597. 10195 TO 10200 10208 TO 10213 10215 TO 10220 10229 TO 10234 10243 TO 1 0248 -
598. 10258 TO 10264 10274 TO 10279 10281 TO 10286 10288 TO 10299 10301 TO 10306 –
599. 10308 TO 10313 10315 TO 10320 10329 TO 10334 10343 TO 10348 10356 TO 10367 -
600. 10369 TO 10386 10395 TO 10400 10409 TO 10414 10422 TO 10439 10441 TO 10446 -
601. 10448 TO 10453 10455 TO 10460 10462 TO 10467 10469 TO 10474 10476 TO 10481 -
602. 10492 TO 10499 10510 TO 10517 10528 TO 10535 10537 TO 10544 10546 TO 10553 -
603. 10564 TO 10571 10582 TO 10589 10599 TO 10616 10625 TO 10630 10639 TO 10644 -
604. 10652 TO 10657 10659 TO 10664 10672 TO 10677 10679 TO 10684 10692 TO 10697 -
605. 10699 TO 10704 10713 TO 10718 10727 TO 10732 10741 TO 10746 10748 TO 10753 -
606. 10755 TO 10760 10762 TO 10767 10769 TO 10774 10776 TO 10781 10783 TO 10788 -
607. 10790 TO 10795 108 04 TO 10809 10818 TO 10823 10832 TO 10837 10846 TO 10851 -
608. 10860 TO 10865 10874 TO 10879 10888 TO 10893 10902 TO 10907 10909 TO 10914 -
609. 10916 TO 10921 10923 TO 10928 10930 TO 10935 10937 TO 10942 10944 TO 10949 -
610. 10951 TO 10956 10965 TO 1097 0 10979 TO 10984 10993 TO 10998 11007 TO 11012 -
611. 11021 TO 11026 11035 TO 11040 11049 TO 11054 11063 TO 11068 11070 TO 11075 -
612. 11077 TO 11094 11096 TO 11101 11103 TO 11108 11110 PRIS YD 0.6 ZD 0.45
613. 11111 TO 11115 11125 TO 11130 11132 TO 11137 11146 TO 11151 11159 TO 11170 -
614. 11172 TO 11177 11186 TO 11191 11200 TO 11205 11214 TO 11225 11227 TO 11244 -
615. 11246 TO 11251 11253 TO 11258 11260 TO 11265 11275 TO 11281 11291 TO 11296 -
616. 11305 TO 11310 11319 TO 11324 11333 TO 11338 11347 TO 11352 11361 TO 11366 -
617. 11375 TO 11381 11383 TO 11389 11391 TO 11396 11398 TO 11403 11405 TO 11410 -
618. 11412 TO 11417 11419 TO 11424 11426 TO 11431 11441 TO 11447 11457 TO 11462 -
619. 11471 TO 11476 11485 TO 11490 11499 TO 11504 11513 TO 11518 1152 7 TO 11531 -
620. 11532 PRIS YD 0.6 ZD 0.45
621. 1 2 6 8 9 13 15 21 TO 27 36 44 52 57 58 63 65 TO 67 71 TO 73 101 102 106 108
-
622. 109 113 115 121 TO 127 136 144 152 157 158 163 165 TO 167 171 TO 173 201 -
623. 202 206 208 209 213 215 221 TO 227 236 244 252 257 258 263 265 TO 267 271 -
624. 272 TO 273 301 302 306 308 309 313 315 321 TO 327 336 344 352 357 358 363 -
625. 365 TO 367 371 TO 373 401 402 406 408 409 413 415 421 TO 427 436 444 452 -
626. 457 458 463 465 TO 467 471 TO 473 501 502 506 508 509 513 515 521 TO 527 -
627. 536 544 552 557 558 563 565 TO 567 571 TO 573 601 602 606 608 609 613 615 -
628. 621 TO 627 636 644 652 657 658 663 665 TO 667 671 TO 673 10007 10023 10116 -
629. 10177 10272 10489 10490 10507 10508 10525 10526 10561 10562 10579 1058 0 -
630. 10597 10598 11273 11439 11455 PRIS YD 0.45 ZD 0.45
631. 4 5 31 32 69 70 104 105 131 132 169 170 PRIS YD 0.525 ZD 0.3
632. 204 205 231 232 269 270 304 305 331 332 369 370 404 405 431 432 469 470 504 -
633. 505 531 532 569 570 604 605 631 632 669 67 0 PRIS YD 0.45 ZD 0.45
634. MEMBER PROPERTY INDIAN
635. 7 10 14 16 20 28 34 43 51 53 54 56 59 64 68 107 110 114 116 120 128 134 143 -
636. 151 153 154 156 159 164 168 207 210 214 216 220 228 234 243 251 253 254 256 -
637. 259 264 268 307 310 314 316 320 32 8 334 343 351 353 354 356 359 364 368 407 -
638. 410 414 416 420 428 434 443 451 453 454 456 459 464 468 507 510 514 516 520 -
639. 528 534 543 551 553 554 556 559 564 568 607 610 614 616 620 628 634 643 651 -
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
49
640. 653 654 656 659 664 668 10100 10193 10256 11289 PRIS YD 0.6 ZD 0.45
641. 3 11 29 35 37 39 TO 42 45 47 49 60 TO 62 103 111 129 135 137 139 TO 142 145 -
642. 147 149 160 TO 162 203 211 229 235 237 239 TO 242 245 247 249 260 TO 262 -
643. 303 311 329 335 337 339 TO 342 345 347 349 360 TO 362 403 411 429 435 437 -
644. 439 TO 442 445 447 449 460 TO 462 503 511 529 535 537 539 TO 542 545 547 -
645. 549 560 TO 562 603 611 629 635 637 639 TO 642 645 647 649 660 TO 661 -
646. 662 PRIS YD 0.6 ZD 0.6
647. MEMBER PROPERTY
648. 12 17 TO 19 30 33 38 46 48 50 5 5 112 117 TO 119 130 133 138 146 148 150 155 -
649. 212 217 TO 219 230 233 238 246 248 250 255 312 317 TO 319 330 333 338 346 -
650. 348 350 355 412 417 TO 419 430 433 438 446 448 450 455 512 517 TO 519 530 -
651. 533 538 546 548 550 555 612 617 TO 619 630 633 638 646 648 650 -
652. 655 PRIS YD 0.75 ZD 0.75
653. 10845 10901 10908 10915 10922 10929 10936 10943 10950 11116 -
654. 11117 PRIS YD 0.6 ZD 0.23
655. 10368 10440 10447 10454 10461 10468 10475 11171 PRIS YD 0.75 ZD 0.23
656. CONSTANTS
657. MATERIAL CONCRETE ALL
658. SUPPORTS
659. 1 TO 73 FIXED
660. LOAD 1 LOADTYPE DEAD TITLE DL
661. SELFWEIGHT Y -1
662. MEMBER LOAD
663. 10009 TO 10013 10025 TO 10029 10039 TO 10043 10052 TO 10056 10059 TO 10063 -
664. 10073 TO 10077 10087 TO 10091 10101 10118 TO 10122 1 0154 10162 -
665. 10179 TO 10183 10195 TO 10199 10208 TO 10212 10215 TO 10219 10229 TO 10233 -
666. 10243 TO 10247 10329 TO 10333 10343 TO 10347 10395 TO 10399 10409 TO 10413 -
667. 10441 TO 10445 10455 TO 10459 10462 TO 10466 10476 TO 10480 10491 TO 10496 -
668. 10509 TO 10514 10527 TO 10532 10536 TO 10541 10545 TO 10550 10563 TO 10568 -
669. 10581 TO 10586 10741 TO 10745 10755 TO 10759 10776 TO 10780 10790 TO 10794 -
670. 10902 TO 10906 10916 TO 10920 10937 TO 10941 10951 TO 10955 11063 TO 11067 -
671. 11077 TO 11081 11096 TO 11100 11110 TO 11114 11125 TO 11129 11132 TO 11136 -
672. 11146 TO 11150 11186 TO 11190 11200 TO 11204 11291 TO 11295 11305 TO 11309 -
673. 11319 TO 11323 11333 TO 11337 11347 TO 11351 11361 TO 11365 11374 11382 -
674. 11426 TO 11430 11440 11457 TO 11461 11471 TO 11475 11485 TO 11489 -
675. 11499 TO 11503 11513 TO 11517 11527 TO 11531 UNI GY -12
676. 10102 TO 10107 10126 TO 10130 10134 TO 10138 10140 TO 10144 10148 TO 10152 -
677. 10155 TO 10160 10163 TO 10168 10804 TO 10808 10818 TO 1 0822 10874 TO 10878 -
678. 10888 TO 10892 11375 TO 11380 11383 TO 11388 11391 TO 11395 11398 TO 11402 -
679. 11405 TO 11409 11412 TO 11416 11419 TO 11423 11441 TO 11446 UNI GY -6
680. 10014 10030 10044 10057 10064 10078 10092 10123 10274 TO 10279 10315 TO 10320
681. 10446 10481 10746 10795 10907 10956 11068 11115 11214 TO 11219 -
682. 11260 TO 11265 11431 11462 11476 11490 11504 11518 11532 UNI GY -3
683. 10015 10124 10132 10185 UNI GY -5.625
684. 10497 10515 10533 10542 10551 10569 10587 UNI GY -5.52
685. 10499 10517 10535 10544 10553 10571 10589 UNI GY -9.66
686. 10101 TO 10107 10257 TO 10263 11274 TO 11280 11440 TO 11446 UNI GY -21.84
687. 10672 TO 10684 10845 TO 10851 UNI GY -27.28
688. 10845 TO 10851 11006 TO 11012 UNI GY -34.92
689. FLOOR LOAD
690. YRANGE 4.7 20.7 FLOAD -5.25 XRANGE 0 37.77 ZRANGE 0 49.78 GY
**NOTE** about Floor/OneWay Loads/Weights.
Please note that depending on the shape of the floor you may
have to break up the FLOOR/ONEWAY LOAD into multiple commands.
For details please refer to Te chnical Reference Manual
Section 5.32.4 Note 6.
691. YRANGE 4.7 20.7 FLOAD 5.25 XRANGE 33.37 37.77 ZRANGE 0 5.23 GY
692. YRANGE 4.7 20.7 FLOAD 5.25 XRANGE 16.32 22.49 ZRANGE 13.5 16.87 GY
693. YRANGE 4.7 20.7 FLOAD 5.25 XRANGE 17.21 21.78 ZRANGE 18.07 33.6 2 GY
694. YRANGE 4.7 20.7 FLOAD 5.25 XRANGE 0 4.4 ZRANGE 44.55 49.78 GY
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
49
640. 653 654 656 659 664 668 10100 10193 10256 11289 PRIS YD 0.6 ZD 0.45
641. 3 11 29 35 37 39 TO 42 45 47 49 60 TO 62 103 111 129 135 137 139 TO 142 145 -
642. 147 149 160 TO 162 203 211 229 235 237 239 TO 242 245 247 249 260 TO 262 -
643. 303 311 329 335 337 339 TO 342 345 347 349 360 TO 362 403 411 429 435 437 -
644. 439 TO 442 445 447 449 460 TO 462 503 511 529 535 537 539 TO 542 545 547 -
645. 549 560 TO 562 603 611 629 635 637 639 TO 642 645 647 649 660 TO 661 -
646. 662 PRIS YD 0.6 ZD 0.6
647. MEMBER PROPERTY
648. 12 17 TO 19 30 33 38 46 48 50 5 5 112 117 TO 119 130 133 138 146 148 150 155 -
649. 212 217 TO 219 230 233 238 246 248 250 255 312 317 TO 319 330 333 338 346 -
650. 348 350 355 412 417 TO 419 430 433 438 446 448 450 455 512 517 TO 519 530 -
651. 533 538 546 548 550 555 612 617 TO 619 630 633 638 646 648 650 -
652. 655 PRIS YD 0.75 ZD 0.75
653. 10845 10901 10908 10915 10922 10929 10936 10943 10950 11116 -
654. 11117 PRIS YD 0.6 ZD 0.23
655. 10368 10440 10447 10454 10461 10468 10475 11171 PRIS YD 0.75 ZD 0.23
656. CONSTANTS
657. MATERIAL CONCRETE ALL
658. SUPPORTS
659. 1 TO 73 FIXED
660. LOAD 1 LOADTYPE DEAD TITLE DL
661. SELFWEIGHT Y -1
662. MEMBER LOAD
663. 10009 TO 10013 10025 TO 10029 10039 TO 10043 10052 TO 10056 10059 TO 10063 -
664. 10073 TO 10077 10087 TO 10091 10101 10118 TO 10122 1 0154 10162 -
665. 10179 TO 10183 10195 TO 10199 10208 TO 10212 10215 TO 10219 10229 TO 10233 -
666. 10243 TO 10247 10329 TO 10333 10343 TO 10347 10395 TO 10399 10409 TO 10413 -
667. 10441 TO 10445 10455 TO 10459 10462 TO 10466 10476 TO 10480 10491 TO 10496 -
668. 10509 TO 10514 10527 TO 10532 10536 TO 10541 10545 TO 10550 10563 TO 10568 -
669. 10581 TO 10586 10741 TO 10745 10755 TO 10759 10776 TO 10780 10790 TO 10794 -
670. 10902 TO 10906 10916 TO 10920 10937 TO 10941 10951 TO 10955 11063 TO 11067 -
671. 11077 TO 11081 11096 TO 11100 11110 TO 11114 11125 TO 11129 11132 TO 11136 -
672. 11146 TO 11150 11186 TO 11190 11200 TO 11204 11291 TO 11295 11305 TO 11309 -
673. 11319 TO 11323 11333 TO 11337 11347 TO 11351 11361 TO 11365 11374 11382 -
674. 11426 TO 11430 11440 11457 TO 11461 11471 TO 11475 11485 TO 11489 -
675. 11499 TO 11503 11513 TO 11517 11527 TO 11531 UNI GY -12
676. 10102 TO 10107 10126 TO 10130 10134 TO 10138 10140 TO 10144 10148 TO 10152 -
677. 10155 TO 10160 10163 TO 10168 10804 TO 10808 10818 TO 1 0822 10874 TO 10878 -
678. 10888 TO 10892 11375 TO 11380 11383 TO 11388 11391 TO 11395 11398 TO 11402 -
679. 11405 TO 11409 11412 TO 11416 11419 TO 11423 11441 TO 11446 UNI GY -6
680. 10014 10030 10044 10057 10064 10078 10092 10123 10274 TO 10279 10315 TO 10320
681. 10446 10481 10746 10795 10907 10956 11068 11115 11214 TO 11219 -
682. 11260 TO 11265 11431 11462 11476 11490 11504 11518 11532 UNI GY -3
683. 10015 10124 10132 10185 UNI GY -5.625
684. 10497 10515 10533 10542 10551 10569 10587 UNI GY -5.52
685. 10499 10517 10535 10544 10553 10571 10589 UNI GY -9.66
686. 10101 TO 10107 10257 TO 10263 11274 TO 11280 11440 TO 11446 UNI GY -21.84
687. 10672 TO 10684 10845 TO 10851 UNI GY -27.28
688. 10845 TO 10851 11006 TO 11012 UNI GY -34.92
689. FLOOR LOAD
690. YRANGE 4.7 20.7 FLOAD -5.25 XRANGE 0 37.77 ZRANGE 0 49.78 GY
**NOTE** about Floor/OneWay Loads/Weights.
Please note that depending on the shape of the floor you may
have to break up the FLOOR/ONEWAY LOAD into multiple commands.
For details please refer to Te chnical Reference Manual
Section 5.32.4 Note 6.
691. YRANGE 4.7 20.7 FLOAD 5.25 XRANGE 33.37 37.77 ZRANGE 0 5.23 GY
692. YRANGE 4.7 20.7 FLOAD 5.25 XRANGE 16.32 22.49 ZRANGE 13.5 16.87 GY
693. YRANGE 4.7 20.7 FLOAD 5.25 XRANGE 17.21 21.78 ZRANGE 18.07 33.6 2 GY
694. YRANGE 4.7 20.7 FLOAD 5.25 XRANGE 0 4.4 ZRANGE 44.55 49.78 GY
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
50
695. YRANGE 21.8 22 FLOAD -5.25 XRANGE 16.32 22.49 ZRANGE 13.5 16.87 GY
696. YRANGE 23.9 24.1 FLOAD -5.25 XRANGE 0 5.23 ZRANGE 0 5.23 GY
697. YRANGE 23.9 24.1 FLOAD -4.625 XRANGE 33.37 37.77 ZRANGE 0 5.23 GY
698. YRANGE 23.9 24.1 FLOAD -4.625 XRANGE 16.32 22.49 ZRANGE 13.5 16.87 GY
699. YRANGE 23.9 24.1 FLOAD -4.625 XRANGE 0 4.4 ZRANGE 44.55 49.78 GY
700. LOAD 2 LOADTYPE LIVE TITLE LL
701. MEMBER LOAD
702. 10101 TO 10107 10257 TO 10263 11274 TO 11280 11440 TO 11446 UNI GY -10.92
703. 10672 TO 10684 10845 TO 10851 UNI GY -13.64
704. 10845 TO 10851 11006 TO 11012 UNI GY -17.46
705. FLOOR LOAD
706. YRANGE 4.7 17.5 FLOAD -5 XRANGE 0 37.77 ZRANGE 0 49.77 GY
707. YRANGE 4.7 17.5 FLOAD 5 XRANGE 33.37 37.77 ZRANGE 0 5.23 GY
708. YRANGE 4.7 17.5 FLOAD 5 XRANGE 16.32 22.49 ZRANGE 13.5 16.87 GY
709. YRANGE 4.7 17.5 FLOAD 5 XRANGE 17.21 21.78 ZRANGE 18.07 33.62 GY
710. YRANGE 4.7 17.5 FLOAD 5 XRANGE 0 4.4 ZRANGE 44.55 49.78 GY
711. YRANGE 20.6 20.8 F LOAD -1.5 XRANGE 0 37.77 ZRANGE 0 49.78 GY
712. YRANGE 20.6 20.8 FLOAD 1.5 XRANGE 33.37 37.77 ZRANGE 0 5.23 GY
713. YRANGE 20.6 20.8 FLOAD 1.5 XRANGE 16.32 22.49 ZRANGE 13.5 16.87 GY
714. YRANGE 20.6 20.8 FLOAD 1.5 XRANGE 17.21 21.78 ZRANGE 18.07 33.62 GY
715. YRANGE 20.6 20.8 FLOAD 1.5 XRANGE 0 4.4 ZRANGE 44.55 49.78 GY
716. YRANGE 21.8 22 FLOAD -10 XRANGE 16.32 22.49 ZRANGE 13.5 16.87 GY
717. YRANGE 23.9 24.1 FLOAD -8 XRANGE 0 5.23 ZRANGE 0 5.23 GY
718. YRANGE 23.9 24.1 FLOAD -0.75 XRANGE 33.37 37.77 ZRAN GE 0 5.23 GY
719. YRANGE 23.9 24.1 FLOAD -0.75 XRANGE 16.32 22.49 ZRANGE 13.5 16.87 GY
720. YRANGE 23.9 24.1 FLOAD -0.75 XRANGE 0 4.4 ZRANGE 44.55 49.78 GY
721. LOAD COMB 3 1X(DL+LL)
722. 1 1.0 2 1.0
723. LOAD COMB 4 1.5X(DL+LL)
724. 1 1.5 2 1.5
725. PERFORM ANALYSIS PRINT ALL
P R O B L E M S T A T I S T I C S
-----------------------------------
NUMBER OF JOINTS 680 NUMBER OF MEMBERS 1540
NUMBER OF PLATES 10 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 73
SOLVER USED IS THE IN -CORE ADVANCED SOLVER
TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 3642
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
50
695. YRANGE 21.8 22 FLOAD -5.25 XRANGE 16.32 22.49 ZRANGE 13.5 16.87 GY
696. YRANGE 23.9 24.1 FLOAD -5.25 XRANGE 0 5.23 ZRANGE 0 5.23 GY
697. YRANGE 23.9 24.1 FLOAD -4.625 XRANGE 33.37 37.77 ZRANGE 0 5.23 GY
698. YRANGE 23.9 24.1 FLOAD -4.625 XRANGE 16.32 22.49 ZRANGE 13.5 16.87 GY
699. YRANGE 23.9 24.1 FLOAD -4.625 XRANGE 0 4.4 ZRANGE 44.55 49.78 GY
700. LOAD 2 LOADTYPE LIVE TITLE LL
701. MEMBER LOAD
702. 10101 TO 10107 10257 TO 10263 11274 TO 11280 11440 TO 11446 UNI GY -10.92
703. 10672 TO 10684 10845 TO 10851 UNI GY -13.64
704. 10845 TO 10851 11006 TO 11012 UNI GY -17.46
705. FLOOR LOAD
706. YRANGE 4.7 17.5 FLOAD -5 XRANGE 0 37.77 ZRANGE 0 49.77 GY
707. YRANGE 4.7 17.5 FLOAD 5 XRANGE 33.37 37.77 ZRANGE 0 5.23 GY
708. YRANGE 4.7 17.5 FLOAD 5 XRANGE 16.32 22.49 ZRANGE 13.5 16.87 GY
709. YRANGE 4.7 17.5 FLOAD 5 XRANGE 17.21 21.78 ZRANGE 18.07 33.62 GY
710. YRANGE 4.7 17.5 FLOAD 5 XRANGE 0 4.4 ZRANGE 44.55 49.78 GY
711. YRANGE 20.6 20.8 F LOAD -1.5 XRANGE 0 37.77 ZRANGE 0 49.78 GY
712. YRANGE 20.6 20.8 FLOAD 1.5 XRANGE 33.37 37.77 ZRANGE 0 5.23 GY
713. YRANGE 20.6 20.8 FLOAD 1.5 XRANGE 16.32 22.49 ZRANGE 13.5 16.87 GY
714. YRANGE 20.6 20.8 FLOAD 1.5 XRANGE 17.21 21.78 ZRANGE 18.07 33.62 GY
715. YRANGE 20.6 20.8 FLOAD 1.5 XRANGE 0 4.4 ZRANGE 44.55 49.78 GY
716. YRANGE 21.8 22 FLOAD -10 XRANGE 16.32 22.49 ZRANGE 13.5 16.87 GY
717. YRANGE 23.9 24.1 FLOAD -8 XRANGE 0 5.23 ZRANGE 0 5.23 GY
718. YRANGE 23.9 24.1 FLOAD -0.75 XRANGE 33.37 37.77 ZRAN GE 0 5.23 GY
719. YRANGE 23.9 24.1 FLOAD -0.75 XRANGE 16.32 22.49 ZRANGE 13.5 16.87 GY
720. YRANGE 23.9 24.1 FLOAD -0.75 XRANGE 0 4.4 ZRANGE 44.55 49.78 GY
721. LOAD COMB 3 1X(DL+LL)
722. 1 1.0 2 1.0
723. LOAD COMB 4 1.5X(DL+LL)
724. 1 1.5 2 1.5
725. PERFORM ANALYSIS PRINT ALL
P R O B L E M S T A T I S T I C S
-----------------------------------
NUMBER OF JOINTS 680 NUMBER OF MEMBERS 1540
NUMBER OF PLATES 10 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 73
SOLVER USED IS THE IN -CORE ADVANCED SOLVER
TOTAL PRIMARY LOAD CASES = 2, TOTAL DEGREES OF FREEDOM = 3642
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
51
CHAPTER -8
RESULTS
8.1 ANALYSIS & DESIGN RESULTS
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
51
CHAPTER -8
RESULTS
8.1 ANALYSIS & DESIGN RESULTS
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
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52
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
53
8.2 DESIGN RESULTS OF BEAMS
1. Beam size = 230mm x 450mm
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
53
8.2 DESIGN RESULTS OF BEAMS
1. Beam size = 230mm x 450mm
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
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54
Fig 8.1 Concrete design of beam
Fig 8.2 Bending moment of beam
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
54
Fig 8.1 Concrete design of beam
Fig 8.2 Bending moment of beam
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
55
Fig 8.3 Deflection of beam
Fig 8.4 Shear bending of beam
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
55
Fig 8.3 Deflection of beam
Fig 8.4 Shear bending of beam
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
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56
2. Beam size = 450mm x 600mm
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
56
2. Beam size = 450mm x 600mm
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
57
Fig 8.5 Concrete design of beam
Fig 8.6 Bending moment of beam
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
57
Fig 8.5 Concrete design of beam
Fig 8.6 Bending moment of beam
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
58
Fig 8.7 Deflection of beam
Fig 8.8 Shear bending of beam
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
58
Fig 8.7 Deflection of beam
Fig 8.8 Shear bending of beam
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
59
3. Beam size = 230mm x 600mm
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
59
3. Beam size = 230mm x 600mm
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
60
Fig 8.9 Concrete design of beam
Fig 8.10 Bending moment of beam
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
60
Fig 8.9 Concrete design of beam
Fig 8.10 Bending moment of beam
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
61
Fig 8.11 Shear Bending of beam
Fig 8.12 Deflection of beam
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
61
Fig 8.11 Shear Bending of beam
Fig 8.12 Deflection of beam
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
62
4. Beam size = 230mm x 750mm
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
62
4. Beam size = 230mm x 750mm
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
63
Fig 8.13 Concrete design of beam
Fig 8.14 Bending moment of beam
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
63
Fig 8.13 Concrete design of beam
Fig 8.14 Bending moment of beam
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
64
Fig 8.15 Shear bending of beam
Fig 8.16 Deflection of beam
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
64
Fig 8.15 Shear bending of beam
Fig 8.16 Deflection of beam
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
65
8.3 DESIGN RESULTS OF COLUMNS
1. Column size = 450mm x 450mm
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
65
8.3 DESIGN RESULTS OF COLUMNS
1. Column size = 450mm x 450mm
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
66
Fig 8.17 Deflection of column
Fig 8.18 Concrete design of column
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
66
Fig 8.17 Deflection of column
Fig 8.18 Concrete design of column
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
67
2. Column size = 300mm x 525mm
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
67
2. Column size = 300mm x 525mm
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
68
Fig 8.19 Deflection of column
Fig 8.20 Concrete design of column
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
68
Fig 8.19 Deflection of column
Fig 8.20 Concrete design of column
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
69
3. Column size = 450mm x 600mm
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
69
3. Column size = 450mm x 600mm
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
70
Fig 8.21 Deflection of column
Fig 8.22 Concrete design of column
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
70
Fig 8.21 Deflection of column
Fig 8.22 Concrete design of column
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
71
4. Column size = 600mm x 600mm
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
71
4. Column size = 600mm x 600mm
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
72
Fig 8.23 Deflection of column
Fig 8.24 Concrete design of column
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
72
Fig 8.23 Deflection of column
Fig 8.24 Concrete design of column
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
73
5. Column size = 750mm x 750mm
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
73
5. Column size = 750mm x 750mm
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
74
Fig 8.25 Deflection of column
Fig 8.26 Concrete design of column
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
74
Fig 8.25 Deflection of column
Fig 8.26 Concrete design of column
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
75
8.4 FOUNDATION DESIGN
The foundation for the structure has been designed using STAAD Foundation. The
structure and load cases can be transferred to STAAD Foundation using in-built program.
The Foundation is designed as per IS specifications an in accordance to the soil
conditions where the structure is to be built.
To design the foundation firstly the structure is to be transferred to STAAD foundation
along with the selected load cases. After that the type of the foundation has to selected,
whether it is an isolated, combined or mat foundation. Finally, the job is to be created
and the foundation analyzed and designed.
Fig 8.27 Elevation of footing F1 from Auto Cad
Fig 8.28 Plan of footing F1 from Auto Cad
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
75
8.4 FOUNDATION DESIGN
The foundation for the structure has been designed using STAAD Foundation. The
structure and load cases can be transferred to STAAD Foundation using in-built program.
The Foundation is designed as per IS specifications an in accordance to the soil
conditions where the structure is to be built.
To design the foundation firstly the structure is to be transferred to STAAD foundation
along with the selected load cases. After that the type of the foundation has to selected,
whether it is an isolated, combined or mat foundation. Finally, the job is to be created
and the foundation analyzed and designed.
Fig 8.27 Elevation of footing F1 from Auto Cad
Fig 8.28 Plan of footing F1 from Auto Cad
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
76
Fig 8.29 Total columns
For 73 columns there are 9 types of isolated footings, 8 types of combined footings and
1 mat foundation.
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
76
Fig 8.29 Total columns
For 73 columns there are 9 types of isolated footings, 8 types of combined footings and
1 mat foundation.
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
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Table 8.1 Total number of footings
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
77
Table 8.1 Total number of footings
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
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Fig 8.30 Footing layout plan
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
78
Fig 8.30 Footing layout plan
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
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Table 8.2 Details of footings
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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Table 8.2 Details of footings
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
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Side face reinforcement
F3 to F6: Ø12 for 3 no. all sides
F7 to F9: Ø16 for 3 no. all sides
Fig 8.31 Footing elevation of F1
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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Side face reinforcement
F3 to F6: Ø12 for 3 no. all sides
F7 to F9: Ø16 for 3 no. all sides
Fig 8.31 Footing elevation of F1
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Table 8.3 Total number of beams
Table 8.4 Total number of columns
Beam number Section details Total number of
beams
1 0.45 x 0.23 99
2 0.65 x 0.45 884
3 0.60 x 0.23 9
4 0.75 x 0.23 8
Column
number Section details Total number of
columns
1 0.45 x 0.45 232
2 0.50 x 0.30 12
3 0.60 x 0.45 120
4 0.60 x 0.60 126
5 0.75 x 0.75 77
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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Table 8.3 Total number of beams
Table 8.4 Total number of columns
Beam number Section details Total number of
beams
1 0.45 x 0.23 99
2 0.65 x 0.45 884
3 0.60 x 0.23 9
4 0.75 x 0.23 8
Column
number Section details Total number of
columns
1 0.45 x 0.45 232
2 0.50 x 0.30 12
3 0.60 x 0.45 120
4 0.60 x 0.60 126
5 0.75 x 0.75 77
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Table 8.5 Footing dimensions
S.No.
LC
Fy
Stress
L
B Node n SBC
1 1 1X(DL+LL) 1251.48 217.28 250 2.4 2.4
4 4 1X(DL+LL) 1371.005 238.03 250 2.4 2.4
5 5 1X(DL+LL) 1419.634 246.47 250 2.4 2.4
8 8 1X(DL+LL) 1113.065 193.25 250 2.4 2.4
9 9 1X(DL+LL) 1381.529 239.85 250 2.4 2.4
15 15 1X(DL+LL) 1275.568 221.46 250 2.4 2.4
25 25 1X(DL+LL) 1307.105 226.93 250 2.4 2.4
26 26 1X(DL+LL) 1379.932 239.58 250 2.4 2.4
27 27 1X(DL+LL) 1307.778 227.05 250 2.4 2.4
31 31 1X(DL+LL) 1311.637 227.72 250 2.4 2.4
32 32 1X(DL+LL) 1320.353 229.23 250 2.4 2.4
58 58 1X(DL+LL) 1321.935 229.51 250 2.4 2.4
65 65 1X(DL+LL) 1232.237 213.94 250 2.4 2.4
66 66 1X(DL+LL) 1156.932 200.86 250 2.4 2.4
69 69 1X(DL+LL) 1358.739 235.9 250 2.4 2.4
70 70 1X(DL+LL) 1407.897 244.43 250 2.4 2.4
6 6 1X(DL+LL) 1792.621 245.91 250 2.7 2.7
21 21 1X(DL+LL) 1781.328 244.36 250 2.7 2.7
22 22 1X(DL+LL) 1791.551 245.76 250 2.7 2.7
24 24 1X(DL+LL) 1794.79 246.2 250 2.7 2.7
52 52 1X(DL+LL) 1663.097 228.14 250 2.7 2.7
57 57 1X(DL+LL) 1484.371 203.62 250 2.7 2.7
72 72 1X(DL+LL) 1670.838 229.2 250 2.7 2.7
2 2 1X(DL+LL) 1944.289 216.04 250 3 3
3 3 1X(DL+LL) 2150.409 238.94 250 3 3
7 7 1X(DL+LL) 2064.431 229.39 250 3 3
13 13 1X(DL+LL) 1986.314 220.71 250 3 3
16 16 1X(DL+LL) 2063.782 229.31 250 3 3
23 23 1X(DL+LL) 1879.867 208.88 250 3 3
36 36 1X(DL+LL) 2187.568 243.07 250 3 3
43 43 1X(DL+LL) 2086.345 231.82 250 3 3
51 51 1X(DL+LL) 2105.347 233.93 250 3 3
63 63 1X(DL+LL) 2042.509 226.95 250 3 3
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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Table 8.5 Footing dimensions
S.No.
LC
Fy
Stress
L
B Node n SBC
1 1 1X(DL+LL) 1251.48 217.28 250 2.4 2.4
4 4 1X(DL+LL) 1371.005 238.03 250 2.4 2.4
5 5 1X(DL+LL) 1419.634 246.47 250 2.4 2.4
8 8 1X(DL+LL) 1113.065 193.25 250 2.4 2.4
9 9 1X(DL+LL) 1381.529 239.85 250 2.4 2.4
15 15 1X(DL+LL) 1275.568 221.46 250 2.4 2.4
25 25 1X(DL+LL) 1307.105 226.93 250 2.4 2.4
26 26 1X(DL+LL) 1379.932 239.58 250 2.4 2.4
27 27 1X(DL+LL) 1307.778 227.05 250 2.4 2.4
31 31 1X(DL+LL) 1311.637 227.72 250 2.4 2.4
32 32 1X(DL+LL) 1320.353 229.23 250 2.4 2.4
58 58 1X(DL+LL) 1321.935 229.51 250 2.4 2.4
65 65 1X(DL+LL) 1232.237 213.94 250 2.4 2.4
66 66 1X(DL+LL) 1156.932 200.86 250 2.4 2.4
69 69 1X(DL+LL) 1358.739 235.9 250 2.4 2.4
70 70 1X(DL+LL) 1407.897 244.43 250 2.4 2.4
6 6 1X(DL+LL) 1792.621 245.91 250 2.7 2.7
21 21 1X(DL+LL) 1781.328 244.36 250 2.7 2.7
22 22 1X(DL+LL) 1791.551 245.76 250 2.7 2.7
24 24 1X(DL+LL) 1794.79 246.2 250 2.7 2.7
52 52 1X(DL+LL) 1663.097 228.14 250 2.7 2.7
57 57 1X(DL+LL) 1484.371 203.62 250 2.7 2.7
72 72 1X(DL+LL) 1670.838 229.2 250 2.7 2.7
2 2 1X(DL+LL) 1944.289 216.04 250 3 3
3 3 1X(DL+LL) 2150.409 238.94 250 3 3
7 7 1X(DL+LL) 2064.431 229.39 250 3 3
13 13 1X(DL+LL) 1986.314 220.71 250 3 3
16 16 1X(DL+LL) 2063.782 229.31 250 3 3
23 23 1X(DL+LL) 1879.867 208.88 250 3 3
36 36 1X(DL+LL) 2187.568 243.07 250 3 3
43 43 1X(DL+LL) 2086.345 231.82 250 3 3
51 51 1X(DL+LL) 2105.347 233.93 250 3 3
63 63 1X(DL+LL) 2042.509 226.95 250 3 3
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67 67 1X(DL+LL) 2040.216 226.7 250 3 3
68 68 1X(DL+LL) 2041.402 226.83 250 3 3
71 71 1X(DL+LL) 1830.895 203.44 250 3 3
10 10 1X(DL+LL) 2439.125 223.98 250 3.3 3.3
14 14 1X(DL+LL) 2411.844 221.48 250 3.3 3.3
28 28 1X(DL+LL) 2411.273 221.43 250 3.3 3.3
35 35 1X(DL+LL) 2420.64 222.29 250 3.3 3.3
44 44 1X(DL+LL) 2302.414 211.43 250 3.3 3.3
56 56 1X(DL+LL) 2566.568 235.69 250 3.3 3.3
59 59 1X(DL+LL) 2707.359 248.61 250 3.3 3.3
64 64 1X(DL+LL) 2346.386 215.47 250 3.3 3.3
11 11 1X(DL+LL) 3109.578 239.94 250 3.6 3.6
20 20 1X(DL+LL) 3030.183 233.82 250 3.6 3.6
34 34 1X(DL+LL) 3142.619 242.49 250 3.6 3.6
53 53 1X(DL+LL) 2879.268 222.17 250 3.6 3.6
54 54 1X(DL+LL) 3190.949 246.22 250 3.6 3.6
60 60 1X(DL+LL) 2933.504 226.36 250 3.6 3.6
61 61 1X(DL+LL) 3237.053 249.78 250 3.6 3.6
29 29 1X(DL+LL) 3683.59 242.19 250 3.9 3.9
37 37 1X(DL+LL) 3751.716 246.67 250 3.9 3.9
39 39 1X(DL+LL) 3302.299 217.12 250 3.9 3.9
40 40 1X(DL+LL) 3387.944 222.75 250 3.9 3.9
42 42 1X(DL+LL) 3386.702 222.67 250 3.9 3.9
47 47 1X(DL+LL) 3545.656 233.12 250 3.9 3.9
50 50 1X(DL+LL) 3799.286 249.79 250 3.9 3.9
62 62 1X(DL+LL) 3239.939 213.02 250 3.9 3.9
12 12 1X(DL+LL) 4197.598 237.96 250 4.2 4.2
17 17 1X(DL+LL) 3851.575 218.35 250 4.2 4.2
18 18 1X(DL+LL) 4390.039 248.87 250 4.2 4.2
19 19 1X(DL+LL) 4063.519 230.36 250 4.2 4.2
30 30 1X(DL+LL) 4182.201 237.09 250 4.2 4.2
33 33 1X(DL+LL) 4185.732 237.29 250 4.2 4.2
38 38 1X(DL+LL) 4239.603 240.35 250 4.2 4.2
41 41 1X(DL+LL) 3835.187 217.42 250 4.2 4.2
45 45 1X(DL+LL) 3841.291 217.77 250 4.2 4.2
48 48 1X(DL+LL) 4120.264 233.58 250 4.2 4.2
49 49 1X(DL+LL) 3841.365 217.77 250 4.2 4.2
55 55 1X(DL+LL) 3927.881 222.67 250 4.2 4.2
46 46 1X(DL+LL) 4492.587 221.86 250 4.5 4.5
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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67 67 1X(DL+LL) 2040.216 226.7 250 3 3
68 68 1X(DL+LL) 2041.402 226.83 250 3 3
71 71 1X(DL+LL) 1830.895 203.44 250 3 3
10 10 1X(DL+LL) 2439.125 223.98 250 3.3 3.3
14 14 1X(DL+LL) 2411.844 221.48 250 3.3 3.3
28 28 1X(DL+LL) 2411.273 221.43 250 3.3 3.3
35 35 1X(DL+LL) 2420.64 222.29 250 3.3 3.3
44 44 1X(DL+LL) 2302.414 211.43 250 3.3 3.3
56 56 1X(DL+LL) 2566.568 235.69 250 3.3 3.3
59 59 1X(DL+LL) 2707.359 248.61 250 3.3 3.3
64 64 1X(DL+LL) 2346.386 215.47 250 3.3 3.3
11 11 1X(DL+LL) 3109.578 239.94 250 3.6 3.6
20 20 1X(DL+LL) 3030.183 233.82 250 3.6 3.6
34 34 1X(DL+LL) 3142.619 242.49 250 3.6 3.6
53 53 1X(DL+LL) 2879.268 222.17 250 3.6 3.6
54 54 1X(DL+LL) 3190.949 246.22 250 3.6 3.6
60 60 1X(DL+LL) 2933.504 226.36 250 3.6 3.6
61 61 1X(DL+LL) 3237.053 249.78 250 3.6 3.6
29 29 1X(DL+LL) 3683.59 242.19 250 3.9 3.9
37 37 1X(DL+LL) 3751.716 246.67 250 3.9 3.9
39 39 1X(DL+LL) 3302.299 217.12 250 3.9 3.9
40 40 1X(DL+LL) 3387.944 222.75 250 3.9 3.9
42 42 1X(DL+LL) 3386.702 222.67 250 3.9 3.9
47 47 1X(DL+LL) 3545.656 233.12 250 3.9 3.9
50 50 1X(DL+LL) 3799.286 249.79 250 3.9 3.9
62 62 1X(DL+LL) 3239.939 213.02 250 3.9 3.9
12 12 1X(DL+LL) 4197.598 237.96 250 4.2 4.2
17 17 1X(DL+LL) 3851.575 218.35 250 4.2 4.2
18 18 1X(DL+LL) 4390.039 248.87 250 4.2 4.2
19 19 1X(DL+LL) 4063.519 230.36 250 4.2 4.2
30 30 1X(DL+LL) 4182.201 237.09 250 4.2 4.2
33 33 1X(DL+LL) 4185.732 237.29 250 4.2 4.2
38 38 1X(DL+LL) 4239.603 240.35 250 4.2 4.2
41 41 1X(DL+LL) 3835.187 217.42 250 4.2 4.2
45 45 1X(DL+LL) 3841.291 217.77 250 4.2 4.2
48 48 1X(DL+LL) 4120.264 233.58 250 4.2 4.2
49 49 1X(DL+LL) 3841.365 217.77 250 4.2 4.2
55 55 1X(DL+LL) 3927.881 222.67 250 4.2 4.2
46 46 1X(DL+LL) 4492.587 221.86 250 4.5 4.5
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Fig 8.32 Footing F1 from STAAD Pro
Design Parameters of a footing F1:
Input Values
Footing Geometry
Design Type : Calculate Dimension
Footing Thickness (Ft) : 600.000 mm
Footing Length - X (Fl) : 2100.000 mm
Footing Width - Z (Fw) : 2100.000 mm
Eccentricity along X (Oxd) : 0.000 mm
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Fig 8.32 Footing F1 from STAAD Pro
Design Parameters of a footing F1:
Input Values
Footing Geometry
Design Type : Calculate Dimension
Footing Thickness (Ft) : 600.000 mm
Footing Length - X (Fl) : 2100.000 mm
Footing Width - Z (Fw) : 2100.000 mm
Eccentricity along X (Oxd) : 0.000 mm
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Eccentricity along Z (Ozd) : 0.000 mm
Column Dimensions
Column Shape : Rectangular Column
Length - X (Pl) : 0.600m
Column Width - Z (Pw) : 0.450 m
Pedestal
Include Pedestal :N/A
Pedestal Height (Ph) :N/A
Pedestal Length - X (Pl) :N/A
Pedestal Width - Z (Pw) :N/A
Design Parameters
Concrete and Rebar Properties
Unit Weight of Concrete : 25.000 kN/ m
3
Strength of Concrete : 25.000 N/ mm2
Yield Strength of Steel : 500.000 N/ mm2
Minimum Bar Size : 12 Ø
Maximum Bar Size : 25 Ø Minimum
Bar Spacing : 120.000 mm
Maximum Bar Spacing : 150.000 mm
Pedestal Clear Cover (P, CL) : 50.000 mm
Footing Clear Cover (F, CL) : 50.000 mm
Soil Properties
Soil Type : Drained
Unit Weight : 22.000 kN/ m
3
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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Eccentricity along Z (Ozd) : 0.000 mm
Column Dimensions
Column Shape : Rectangular Column
Length - X (Pl) : 0.600m
Column Width - Z (Pw) : 0.450 m
Pedestal
Include Pedestal :N/A
Pedestal Height (Ph) :N/A
Pedestal Length - X (Pl) :N/A
Pedestal Width - Z (Pw) :N/A
Design Parameters
Concrete and Rebar Properties
Unit Weight of Concrete : 25.000 kN/ m
3
Strength of Concrete : 25.000 N/ mm2
Yield Strength of Steel : 500.000 N/ mm2
Minimum Bar Size : 12 Ø
Maximum Bar Size : 25 Ø Minimum
Bar Spacing : 120.000 mm
Maximum Bar Spacing : 150.000 mm
Pedestal Clear Cover (P, CL) : 50.000 mm
Footing Clear Cover (F, CL) : 50.000 mm
Soil Properties
Soil Type : Drained
Unit Weight : 22.000 kN/ m
3
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Soil Bearing Capacity: 250 KN/ m
2
Concrete and Rebar Properties
Unit Weight of Concrete: 25.000 kN/ m
3
Strength of Concrete: 20.000 N/ mm
2
Yield Strength of Steel: 500.000 N/ mm
2
Minimum Bar Size: Ø12
Maximum Bar Size: Ø25 Minimum
Bar Spacing: 100.000 mm
Maximum Bar Spacing: 150.000 mm
Pedestal Clear Cover (P, CL) : 50.000 mm
Footing Clear Cover (F, CL) : 50.000 mm
Soil Properties
Soil Type: Drained
Unit Weight: 22.000 kN/ m3
Soil Bearing Capacity: 250.000 kN/ m
2
Soil Surcharge: 0.000 kN/ m
2
Depth of Soil above Footing: 1.500 m
Cohesion : 0.000 Kn/m
2
Min Percentage of Slab : 0.000
Sliding and Overturning
Coefficient of Friction : 0.500
Factor of Safety Against Sliding : 1.500
Factor of Safety Against Overturning : 1.500
Design Calculations
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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Soil Bearing Capacity: 250 KN/ m
2
Concrete and Rebar Properties
Unit Weight of Concrete: 25.000 kN/ m
3
Strength of Concrete: 20.000 N/ mm
2
Yield Strength of Steel: 500.000 N/ mm
2
Minimum Bar Size: Ø12
Maximum Bar Size: Ø25 Minimum
Bar Spacing: 100.000 mm
Maximum Bar Spacing: 150.000 mm
Pedestal Clear Cover (P, CL) : 50.000 mm
Footing Clear Cover (F, CL) : 50.000 mm
Soil Properties
Soil Type: Drained
Unit Weight: 22.000 kN/ m3
Soil Bearing Capacity: 250.000 kN/ m
2
Soil Surcharge: 0.000 kN/ m
2
Depth of Soil above Footing: 1.500 m
Cohesion : 0.000 Kn/m
2
Min Percentage of Slab : 0.000
Sliding and Overturning
Coefficient of Friction : 0.500
Factor of Safety Against Sliding : 1.500
Factor of Safety Against Overturning : 1.500
Design Calculations
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Footing Size
Initial Length (Lo) = 2.100 m
Initial Width (Wo) = 2.100 m
Uplift force due to buoyancy = 0.000 kN
Effect due to adhesion = 0.000 kN
Area from initial length and width, Ao
= Lo X Wo = 1.000 m
2
= P / q
= 1.565 m
2
Min. area required from bearing pressure, A max
Note: Amin is an initial estimation.
P = Critical Factored Axial Load (without self-weight/
buoyancy/ soil). qmax = Respective. Factored Bearing Capacity.
Final Footing Size
Length (L2) = 2.100 m Governing Load Case: # 1
Width (W2) = 2.100 m Governing Load Case: # 2
Depth (D2) = 0.600 m Governing Load Case: # 2
Area (A2) = 2.295 m
2
Governing moment (Mu) = 56.798KNm
As Per IS 456 2000 ANNEX G G-1.1C
Limiting Factor1 (K) = = 0.479107
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Footing Size
Initial Length (Lo) = 2.100 m
Initial Width (Wo) = 2.100 m
Uplift force due to buoyancy = 0.000 kN
Effect due to adhesion = 0.000 kN
Area from initial length and width, Ao
= Lo X Wo = 1.000 m
2
= P / q
= 1.565 m
2
Min. area required from bearing pressure, A max
Note: Amin is an initial estimation.
P = Critical Factored Axial Load (without self-weight/
buoyancy/ soil). qmax = Respective. Factored Bearing Capacity.
Final Footing Size
Length (L2) = 2.100 m Governing Load Case: # 1
Width (W2) = 2.100 m Governing Load Case: # 2
Depth (D2) = 0.600 m Governing Load Case: # 2
Area (A2) = 2.295 m
2
Governing moment (Mu) = 56.798KNm
As Per IS 456 2000 ANNEX G G-1.1C
Limiting Factor1 (K) = = 0.479107
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Limiting Factor2 (Rumax) = = 2755.432917 kN/ m
2
= 1147.733972 kNm
Limit Moment of Resistance (Mumax) =
Mu ≤ Mumax hence, safe.
Shear Calculation
Check Trial Depth for one way shear (Along X Axis) (Shear Plane Parallel to X
Axis)
Critical Load Case = # 3
D =
X 0.495 m
Shear Force(S) = 30.994 KN
Shear Stress (v) = 46.380542 kN/ m
2
Percentage of Steel (Pt) = 0.1333
As Per IS 456 2000 Clause 40 Table 19 Shear Strength Of
Concrete ( c) = 272.823 kN/ m
2
v <c hence, safe
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Limiting Factor2 (Rumax) = = 2755.432917 kN/ m
2
= 1147.733972 kNm
Limit Moment of Resistance (Mumax) =
Mu ≤ Mumax hence, safe.
Shear Calculation
Check Trial Depth for one way shear (Along X Axis) (Shear Plane Parallel to X
Axis)
Critical Load Case = # 3
D =
X 0.495 m
Shear Force(S) = 30.994 KN
Shear Stress (v) = 46.380542 kN/ m
2
Percentage of Steel (Pt) = 0.1333
As Per IS 456 2000 Clause 40 Table 19 Shear Strength Of
Concrete ( c) = 272.823 kN/ m
2
v <c hence, safe
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Check Trial Depth for one way shear (Along Z Axis) (Shear Plane Parallel to Z Axis)
Critical Load Case = # 6
DZ = 0.495 m
Shear Force(S) = 25.067 kN
Shear Stress ( v)= 29.788750 kN/ m
2
Percentage Of Steel(Pt) = 0.1679
As Per IS 456 2000 Clause 40 Table 19
Shear Strength Of Concrete (Tc) = 272.823 kN/ m
2
v <c hence, safe
Check Trial Depth for two way shear
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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Check Trial Depth for one way shear (Along Z Axis) (Shear Plane Parallel to Z Axis)
Critical Load Case = # 6
DZ = 0.495 m
Shear Force(S) = 25.067 kN
Shear Stress ( v)= 29.788750 kN/ m
2
Percentage Of Steel(Pt) = 0.1679
As Per IS 456 2000 Clause 40 Table 19
Shear Strength Of Concrete (Tc) = 272.823 kN/ m
2
v <c hence, safe
Check Trial Depth for two way shear
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
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Critical Load Case = # 2
Shear Force(S) = 401.186 kN
Shear Stress(Tv) = 222.659 kN/ m
2
As Per IS 456 2000 Clause 31.6.3.1
Ks = = 0.883
Shear Strength( c) = 1118.0340 kN/ m
2
Ks x c = 987.5967 kN/ m
2
v ≤ Ks xc hence, safe.
Reinforcement Calculation
Calculation of Maximum Bar Size
Along X-Axis
Bar diameter corresponding to max bar size
(db) = 10 mm As Per IS 456 2000 Clause
26.2.1
Development Length(Lb) = = 0.451 m
Allowable Length(Lbd) =
= 0.500 m
Lbd ≥ Lb hence, safe
Along Z Axis
Bar diameter corresponding to max bar size(db) = 10
mm As Per IS 456 2000 Clause 26.2.1
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
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Critical Load Case = # 2
Shear Force(S) = 401.186 kN
Shear Stress(Tv) = 222.659 kN/ m
2
As Per IS 456 2000 Clause 31.6.3.1
Ks = = 0.883
Shear Strength( c) = 1118.0340 kN/ m
2
Ks x c = 987.5967 kN/ m
2
v ≤ Ks xc hence, safe.
Reinforcement Calculation
Calculation of Maximum Bar Size
Along X-Axis
Bar diameter corresponding to max bar size
(db) = 10 mm As Per IS 456 2000 Clause
26.2.1
Development Length(Lb) = = 0.451 m
Allowable Length(Lbd) =
= 0.500 m
Lbd ≥ Lb hence, safe
Along Z Axis
Bar diameter corresponding to max bar size(db) = 10
mm As Per IS 456 2000 Clause 26.2.1
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
91
Development Length(Ld) = = 0.451 m
Allowable Length (Lbd) =
= 0.510 m
Lbd ≥ Ld hence, safe
Bottom Reinforcement Design
Along Z Axis
For moment w.r.t. X Axis (Mx) As Per IS 456 2000 Clause 26.5.2.1
Critical Load Case = # 3
Minimum Area of Steel (Astmin) = 1122.000 mm
2
Calculated Area of Steel (Ast) = 417.931
mm
2
Provided Area of Steel (Ast,Provided)
= 1122.000 mm
2
≤ Ast, Provided Steel area is accepted
Selected bar Size (db) = 10 Ø Minimum spacing allowed
(Smin) = 50.000 mm
Selected spacing (S) = 113.571 mm
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
91
Development Length(Ld) = = 0.451 m
Allowable Length (Lbd) =
= 0.510 m
Lbd ≥ Ld hence, safe
Bottom Reinforcement Design
Along Z Axis
For moment w.r.t. X Axis (Mx) As Per IS 456 2000 Clause 26.5.2.1
Critical Load Case = # 3
Minimum Area of Steel (Astmin) = 1122.000 mm
2
Calculated Area of Steel (Ast) = 417.931
mm
2
Provided Area of Steel (Ast,Provided)
= 1122.000 mm
2
≤ Ast, Provided Steel area is accepted
Selected bar Size (db) = 10 Ø Minimum spacing allowed
(Smin) = 50.000 mm
Selected spacing (S) = 113.571 mm
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
92
Smin ≤S ≤ Smax and selected bar size < selected maximum bar
size… The reinforcement is accepted.
Based on spacing reinforcement increment; provided reinforcement is
Along X Axis
For moment w.r.t. Z Axis (Mz) As Per IS 456 2000
Clause 26.5.2.1 Critical Load Case = # 3
Minimum Area of Steel (Astmin) = 891.000 mm
2
Calculated Area of Steel (Ast) = 321.009 mm
2
Provided Area of Steel (Ast,Provided) = 891.000 mm
2
Astmin < = Ast, Provided Steel area is accepted
Selected bar Size (db) = 10 Ø Minimum
spacing allowed (Smin) = 100.000 mm
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
92
Smin ≤S ≤ Smax and selected bar size < selected maximum bar
size… The reinforcement is accepted.
Based on spacing reinforcement increment; provided reinforcement is
Along X Axis
For moment w.r.t. Z Axis (Mz) As Per IS 456 2000
Clause 26.5.2.1 Critical Load Case = # 3
Minimum Area of Steel (Astmin) = 891.000 mm
2
Calculated Area of Steel (Ast) = 321.009 mm
2
Provided Area of Steel (Ast,Provided) = 891.000 mm
2
Astmin < = Ast, Provided Steel area is accepted
Selected bar Size (db) = 10 Ø Minimum
spacing allowed (Smin) = 100.000 mm
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
93
Selected spacing (S) = 112.727 mm
Smin ≤ s and Smax and selected bar size < selected maximum bar size...
The reinforcement is accepted.
Based on spacing reinforcement increment; provided reinforcement is
Top Reinforcement Design
Along Z Axis
Minimum Area of Steel (Astmin) = 1122.000 mm
2
Calculated Area of Steel (Ast ) = 1122.000 mm
2
Provided
Area of Steel (Ast, Provided) = 1122.000 mm
2
Astmin ≤Ast, Provided Steel area is accepted Governing
Moment = 13.846 KNm
Selected bar Size (db) = Ø10 Minimum
spacing allowed (Smin) = 100.000 mm
Selected spacing (S) = 113.571 mm
Smin ≤ S ≤ Smax and selected bar size < selected maximum bar size...
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
93
Selected spacing (S) = 112.727 mm
Smin ≤ s and Smax and selected bar size < selected maximum bar size...
The reinforcement is accepted.
Based on spacing reinforcement increment; provided reinforcement is
Top Reinforcement Design
Along Z Axis
Minimum Area of Steel (Astmin) = 1122.000 mm
2
Calculated Area of Steel (Ast ) = 1122.000 mm
2
Provided
Area of Steel (Ast, Provided) = 1122.000 mm
2
Astmin ≤Ast, Provided Steel area is accepted Governing
Moment = 13.846 KNm
Selected bar Size (db) = Ø10 Minimum
spacing allowed (Smin) = 100.000 mm
Selected spacing (S) = 113.571 mm
Smin ≤ S ≤ Smax and selected bar size < selected maximum bar size...
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
94
The reinforcement is accepted.
Based on spacing reinforcement increment; provided reinforcement is
Minimum Area of Steel (Astmin) = 891.000 mm
2
Calculated Area of Steel (Ast) = 891.000 mm
2
Provided Area of Steel (Ast, Provided) = 891.000 mm
2
Astmin ≤Ast, Provided Steel area is accepted Governing Moment = 10.606 kNm
Selected bar Size (db) = 10 Ø Minimum spacing allowed (Smin) =
100.000 mm Selected spacing (S) = 112.727 mm
Smin ≤ S ≤ Smax and selected bar size < selected maximum bar size...
The reinforcement is accepted
Based on spacing reinforcement increment; provided reinforcement
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
94
The reinforcement is accepted.
Based on spacing reinforcement increment; provided reinforcement is
Minimum Area of Steel (Astmin) = 891.000 mm
2
Calculated Area of Steel (Ast) = 891.000 mm
2
Provided Area of Steel (Ast, Provided) = 891.000 mm
2
Astmin ≤Ast, Provided Steel area is accepted Governing Moment = 10.606 kNm
Selected bar Size (db) = 10 Ø Minimum spacing allowed (Smin) =
100.000 mm Selected spacing (S) = 112.727 mm
Smin ≤ S ≤ Smax and selected bar size < selected maximum bar size...
The reinforcement is accepted
Based on spacing reinforcement increment; provided reinforcement
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
95
CHAPTER-9
CONCLUSION
• This project includes the layout of G+5 commercial building using AutoCAD,
Analysis and Design using STAAD Pro.
• The layout of the proposed G+5 commercial building is based on a plot of size
50 m x 38 m located at Vedayapalem, Nellore.
• All the drafting was done using AutoCAD. Also, these drawings made on
AutoCAD also served as a base for transfer of the structure for analysis and design
into STAAD Pro.
• The analysis and design of the entire structure has been completed using STAAD
pro. The results include the various forces acting on various members as well various
schedules for various members.
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
95
CHAPTER-9
CONCLUSION
• This project includes the layout of G+5 commercial building using AutoCAD,
Analysis and Design using STAAD Pro.
• The layout of the proposed G+5 commercial building is based on a plot of size
50 m x 38 m located at Vedayapalem, Nellore.
• All the drafting was done using AutoCAD. Also, these drawings made on
AutoCAD also served as a base for transfer of the structure for analysis and design
into STAAD Pro.
• The analysis and design of the entire structure has been completed using STAAD
pro. The results include the various forces acting on various members as well various
schedules for various members.
PLANNING, ANALYSIS AND DESIGN OF A COMMERCIAL BUILDING
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
96
CHAPTER-10
REFERENCES
1. IS 875 1987 (Part 1, 2 & 3)
2. STAAD Pro User Manual
3. http://en.wikipedia.org/wiki/AutoCAD
4. http://en.wikipedia.org/wiki/STAAD
5. International Journal of Advanced Engineering Technology E-ISSN 0976-3945
IJAET/Vol.III/ Issue IV/Oct.-Dec., 2012/104-106
6. Analysis of Commercial Building using STAAD Pro in International conference
Journal on recent innovations in science engineering and management by Y Stalin,
K Pranaya.
7. Analysis and design of G+5 building with conventional slab from International
Research Journal of Engineering and Technology by Imran B K, Syed Shamoon.
8. An Investigational Study of Commercial building from International Research
Journal of Engineering and Technology case study 1: by Puneet Mittal; Nishant Kad
(2016).
9. An Investigational Study of Commercial building from International Research
Journal of Engineering and Technology case study 2: by Mahesh N. Patil, Yogesh
N. Sonawane (2015).
10. An Investigational Study of Commercial building from International Research
Journal of Engineering and Technology case study 3: by S. Vijaya Bhaskar Reddy
Etal (2015).
11. Design and analysis of G+8 commercial building using Staad Pro from
International Journal of Pure and Applied Mathematics by K.Prabin kumari, Gopi
Bala Vinay
DEPARTMENT OF CIVIL ENGINEERING NARAYANA ENGINEERING COLLEGE
96
CHAPTER-10
REFERENCES
1. IS 875 1987 (Part 1, 2 & 3)
2. STAAD Pro User Manual
3. http://en.wikipedia.org/wiki/AutoCAD
4. http://en.wikipedia.org/wiki/STAAD
5. International Journal of Advanced Engineering Technology E-ISSN 0976-3945
IJAET/Vol.III/ Issue IV/Oct.-Dec., 2012/104-106
6. Analysis of Commercial Building using STAAD Pro in International conference
Journal on recent innovations in science engineering and management by Y Stalin,
K Pranaya.
7. Analysis and design of G+5 building with conventional slab from International
Research Journal of Engineering and Technology by Imran B K, Syed Shamoon.
8. An Investigational Study of Commercial building from International Research
Journal of Engineering and Technology case study 1: by Puneet Mittal; Nishant Kad
(2016).
9. An Investigational Study of Commercial building from International Research
Journal of Engineering and Technology case study 2: by Mahesh N. Patil, Yogesh
N. Sonawane (2015).
10. An Investigational Study of Commercial building from International Research
Journal of Engineering and Technology case study 3: by S. Vijaya Bhaskar Reddy
Etal (2015).
11. Design and analysis of G+8 commercial building using Staad Pro from
International Journal of Pure and Applied Mathematics by K.Prabin kumari, Gopi
Bala Vinay
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