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1. Guided By, Done By Mr.Venkateswaran S Kamala Kannan M (Assistant Professor) Reg. No: 312822413008 Agni College Of Technology ANALYSIS AND DESIGN OF MULTI-STORY RESTAURANT

2. Abstract : The project work deals with Analysis and Design of a Restaurant Building. The Restaurant Building has six storey , reinforced framed structure. In this ground floor consists of restaurant, specialty restaurant, reception and administration. First floor consists of conference hall and second, third, fourth and fifth floor consists of Boarding and lodging.

3. Objective: To design and analyse restaurant Building. To identify various loads and load combinations acting on the structure. This structure is designed by Limit state method for slabs, beams and columns. Frames have been analyzed by software package Staad pro. All the designs are in accordance with IS: 456-2000. The concrete mix used for slabs, beams, columns, footing and various other structural members are of M20 grade of concrete and Fe415 grade steel. To analyse the structure by using Staad.pro And to find the comparison of the axial forces, deflections and bending moment. To Interpret the result.

4. Literature Review: Aman, Manjunath Nalwadgi , Vishal T, Gajendra, “Analysis and design of the multistorey building by using STAAD Pro”, International Research Journal of Engineering and Technology (IRJET), Pg. 887-891, Volume: 03 Issue: 06, June- 2016. Mahesh Ram Patel, R.C. Singh,” Analysis of a Tall Structure using Staad Pro providing different Wind Intensities as per 875 Part-III”, International Journal of Engineering Sciences & Research Technology, Pg. 2018-2025, May, 2017. Anoop. A FousiyaHussian , Neeraja.R , Rahul Chandran, Shabina.S , Varsha.S , “Planning Analysis and Design of Multi Storied Building by Staad.Pro.v8i”, International Journal of Scientific & Engineering Research, Volume 7, Issue 4, April-2016. Sowrav Saha, Mohamed Nur Ali, Wyman K. Chisanga, Abdikarim Yasin, "Design and Analysis of Multistorey (G+14) Residential Building Using Staad.Pro & Autocad ", International Journal of Scientific Research in Civil Engineering (IJSRCE), ISSN : 2456-6667, Volume 5 Issue 3, pp. 70-82, May-June 2021.

5. Methodology: Introduction Literature Review Calculation of various loads acting on the structure Design and Analysis of Primary and Secondary Members Results and Discussion

6. DESIGN ASPECTS The concrete mix used for slabs, beams, columns, footing and various other structural members are of M20 grade of concrete and Fe415 grade steel. All the designs are in accordance with IS: 456-2000, Designs aids (sp-16) is used for the design.

7. SECTION PROPERTIES Prop Section Area (cm 2 ) I yy (cm 4 ) I zz (cm 4 ) J (cm 4 ) Material 1 Rect 0.60x0.23 1.38E 3 60.8E 3 414E 3 185E 3 CONCRETE 2 Rect 0.30x0.23 690.000 30.4E 3 51.8E 3 64.6E 3 CONCRETE 3 Rect 0.38x0.23 874.000 38.5E 3 105E 3 96E 3 CONCRETE 4 Rect 0.45x0.23 1.04E 3 45.6E 3 175E 3 124E 3 CONCRETE 5 Rect 0.53x0.53 2.81E 3 658E 3 658E 3 1.11E 6 CONCRETE 6 Rect 0.23x0.45 1.04E 3 175E 3 45.6E 3 124E 3 CONCRETE 7 Rect 0.60x0.30 1.8E 3 135E 3 540E 3 371E 3 CONCRETE

8. P LAN & SECTION

9. GROUND FLOOR [RESUPTION & RESTAURANT] WAITING HALL 20m X 6m RESTARENT 12m X 10 m SPECIALITY RESTARENT 12m X 5 m BAR 9m X 5m KITCHEN 21m X 6.3m TOTAL AREA 15639 Sq.Ft . 1 4 3 2 1 4 3 2 5 5

10. FIRST FLOOR GYM 9m X 9.6m CONFRENCE HALL 9m X 9m[1,2]& 12m X 6m[3] DINING 9m X 6m AREA 12737 Sq.Ft . 1 1 2 3 2 2 2 3

11. SECOND TO FIFTH FLOOR [ LODGING & BOARDING] SINGLE ROOM 6.2m X 3m DOUBLE ROOM 3.9m X 3.7m DULEX ROOM 4.1m X 4.9m 1 3 2 1 3 2 1 2 3

12. TERRACE [ DOUBLE ROOMS] OPEN TERRCE 243.96 Sq. m. WATER TANK 20m 3 BOILERS ROOM 3.9m X 6.3m WATER PURIFIER 3.9m X 6.3m LAUNDARY 3.9m X 6.3m 3 2 1 4 1 3 2 4

13. CROSS SECTION HEIGHT 26.8m STOREY SIX ROOF SLAB, ROOF BEAM RCC 1:1.5:3 MIX FLOORING FINISH C.M. 1:3 MIX BASE OF FOOTING PCC 1:5:10 MIX

14. MATERIAL PROPERTIES Mat Name E (kN/mm 2 )  Density (kg/m 3 )  (1/°K) 3 STEEL 205.000 0.300 7.83E 3 12E -6 4 ALUMINUM 68.948 0.330 2.71E 3 23E -6 5 CONCRETE 21.718 0.170 2.4E 3 10E -6

15. SLAB DESIGN Slabs are plate elements forming floors and roofs of building and carrying distributed loads primarily by flexure. In this project the design of slab has been carried out in limit state method. The grade of concrete is M20 and the grade of steel is Fe 415. TWO WAY SLAB ONE WAY SLAB

16. BEAM DESIGN SINGLY REINFORCED BEAM B11-C11, C11-E11, E11-F11 & F11- H11 DOUBLY REINFORCED BEAM FB4 A11-B11

17. COLUMN DESIGN NO. OF COLUMNS 88

18. COLUMN CROSS-SECTIONS

19. FOOTING The earthwork excavation for foundation shall be carried out up to the hard dense soil which is available at 3.05m depth, the safe bearing capacity of soil is 350 KN/m 2 . A lean concrete of mix PCC 1:5:10 using 40mm HBG shall be used for foundation leveling coarse.

20. STAIR-CASE DESIGN

21. BENDING MOMENT DIAGRAM Section Bending Moment per m width in KNm Shear Force per m width in KN B1 422.22 533.06 B2 1527.82 894.26 B3 2326.72 794.15 B4 3548.20 922.56 B5 4088.32 714.10 B6 4695.16 990.08 B8 -2238.08 -145.25 B9 -2430.97 202.57 B10 -1919.23 422.99 B11 -1317.51 828.41 B12 -417.52 527.21

22. THANK YOU