Design Studio PPT - RAGUL.S-31282304pptx

Design studio

1. AGNI COLLEGE OF TECHNOLOGY OMR, THALAMBUR, CHENNAI-600130 (Approved by AICTE/UGC, Accredited by NBA & Affiliated to Anna University Chennai) An ISO 9001:2015 Certified Institute. ANALYSIS & DESIGN OF MULTISTORY PEB STRUCTURE OF OFFICE BUILDING ST4142 - STRUCTURAL DESIGN STUDIO LABORATORY REGISTER NO: 312823413005

2. ANALYSIS & DESIGN OF MULTISTORY PEB STRUCTURE OF OFFICE BUILDING Guided by, Done By, Ms.Beaula Jasmine R Ragul.S (Assistant Professor) Reg. No: 312823413005 Agni College Of Technology

3. LIST OF CONTENT ABSTRACT INTRODUCTION TO STRUCTURE 2D LAYOUT OF THE STRUCTURE MODELLING OF STRUCTURE ASSIGNING PROPERTIES APPLYING LOAD ANALYSIS & POST PROCESSING DESIGN OF STRUCTURAL MEMBERS DESIGN OF FOUNDATION CONCLUSION

4. ABSTRACT PEB Buildings are the most commonly used structures in the Industrial sectors in India because for fast construction, shop fabrication facility, cost effective, scrap value, dismandable easily, etc. It’s essential to improve the design techniques to achieve the economically effective structures as the number of industries being constructed day by day in India. The objective of the project is to analyze & design a office building structure which will be located next to a industrial building. For the asthetic & symmetric purposes the office building is being designed with PEB members, the interior work will gives the perfect solution of office environment. The design involves manual load calculations, analysis and design of the whole structure using STAAD Pro. The design methods used in STAAD-Pro analysis are Limit State Design conforming to Indian Standard Code of Practice. Structure considered for analysis and design is 14.90 m high corporate office building located in the seismic zone III. In this project, we study the effect of various load combinations on the structure by analyzing the bending moment diagrams in post processing mode. The project involves detailed drawings of column layout, foundation drawings, column detailing and beam detailing.

5. INTRODUCTION TO STRUCTURE Project work involves analysis and design of the Pre Engineered Building structure of Office [G + 3] building located in seismic zone III using analysis and design software STAAD Pro as per Indian standard codes of practice (BIS: IS 456, 2000). The total area of the building is 251 sqm where length of the building is 25.45m and width of the building is 10.29m. Number of stories G+3 Height of Ground floor 4.80 m Height of first & second floor 3.30 m Height of the third building 3.50 m Geometry of the Building

6. Code Title (BIS:IS 456,2000) Code of practice for plain and reinforced concrete (BIS:IS 875 Part1,1987) Code of practice for design loads for buildings and structures- part-1- dead load (BIS:IS 875 Part 2,1983) Code of practice for design loads for buildings and structures - part-2 -imposed loads (BIS:IS 13920, 2016) Code of practice for ductile detailing (BIS:IS 1893 Part 1,2002) Criteria for earthquake resistant design of structures, part1: general provisions and buildings Codes Used

7. 2D Layout of the Structure

8. Modelling Plan of a building using irregular grid

9. Modelling Assiging Support Pinned Supports are concidered

10. Modelling Assigning Properties to the Elements

11. Load Calculation & Assigning Loads Basic Loads Considered SEISMIC LOADING DEAD LOAD LIVE LOAD WIND LOAD COLLATERAL LOAD Seismiczone II III IV V SeismicIntensity Low Moderate severe Verysevere Z 0.10 0.16 0.24 0.36 Values of Zone factor (BIS: IS 1893 Part 1, 2002)

12. Load Calculation & Assigning Loads Assiging Self Weight

13. Load Calculation & Assigning Loads Assiging Dead Loads

14. Load Calculation & Assigning Loads Assiging Collateral Loads

15. Load Calculation & Assigning Loads Assiging Live Loads

16. Load Calculation & Assigning Loads Assiging Wind Load

17. Load Calculation & Assigning Loads Assiging Load Combinations

18. Analyze & Post-Processing Analizing the Structure

19. Analyze & Post-Processing

20. Analyze & Post-Processing

21. Analyze & Post-Processing

22. Design Of Structural Members Sample of Column Design

23. Design Of Foundation Foundation Layout

24. Design Of Foundation Foundation GA Drawing

25. Design Of Foundation Sample Foundation Design

26. 3D View of the Structure

27. Conclusion During this project, we have analyzed and designed various members of the building subjected to different combinations of loads. Relevant recommendations and guidelines from various Indian standard codes (BIS: IS 13920, 2016; BIS: IS 1893 Part 1, 2002; BIS: IS 456, 2000; BIS: IS 875 Part 1, 1987; BIS: IS 875 Part 2, 1983) were also taken care of. STAAD PRO has the capability to calculate the reinforcement needed for any concrete & Steel section. Beams, slabs and foundation were designed by using using STAAD. Pro.

28. THANK YOU