Planning and Design of Sustainable Shopping Mall

In this project planning, and structural design has been done for a commercial building of shopping mall based on all Indian Standard Codes of practice. Detailing drawings pertaining to the structural design of shopping mall are presented. All the structural members like slabs, beams, columns and footings are designed using Indian Standard Code IS 456-2000, IS-875 and design aidSP-16. The structural components are designed by limit state method. Materials were used as specified by National Building Code. Concrete M20 grade and Fe415 steel bars were considered for all the design. Brick walls are worked in C.M 1:5 mix 230 mm thick. The mall is built with almost all the amenities required for the people to get entertained in their busy schedule. This structure is going to be designed with the view that all the entertainment facilities should be made available under one roof. The overall plot area of the mall is 90,000 sq.ft. and the built area is around 30,000 sq.ft.

1. PLANNING AND DESIGN OF SUSTAINABLE SHOPPING MALL PROJECT PRESENTATION Presenting by ARAVINDHAN.M (821719103002) KAMALANATHAN.S (821719103005) BOOBALAN.J (821719103303) UNDER THE GUIDANCE OF Ms.R.PRASANNA DEVI.M.E., [AP] DEPT OF BE CIVIL ENGINEERING SIR ISSAC NEWTON COLLEGE OF ENGINEERING AND TECHNOLOGY, NAGAPATTINAM – 611 102 ANNA UNIVERSITY : CHENNAI 600 025 DEC 2022

2. ABSTRACT   In this project planning, and structural design has been done for a commercial building of shopping mall based on all Indian Standard Codes of practice. All the structural members like slabs, beams, columns and footings are designed using Indian Standard Code IS 456-2000, IS-875 and design SP-16. The structural components are designed by limit state method. Materials were used as specified by National Building Code. The mall is built with almost all the amenities required for the people to get entertained in their busy schedule. The overall plot area of the mall is 90,000 sq.ft . and the built area is around 30,000 sq.ft .

3. INTRODUCTION This project deals with the design of planning and designing of a shopping mall . A Shopping Mall is a building designed for entertaining the people.

4. OBJECTIVE To create a future proof design of the shopping mall that caters to the needs of now as well as the future. Planning of shopping building with proper ventilation and sunlight . Designing of all structural members based on limit state method Of design. Designing of other miscellaneous structures like septic tank by working stress method. To suggest a cost-effective building.

5. SCOPE Provide job opportunities to the local people of the city. To get a green certification for the shopping mall. To generate tourism income . To act as a landmark in the city .

6. NEED Shopping malls can provide the best shopping experiences such as social gatherings, entertainment, performances, product launches, promotions and festivals. Malls can be very helpful because all the needs are in one building. Shopping malls tend to be a major tourist attraction.

7. S.NO AUTHOR YEAR STUDY 1 Brunner and Mason 1968 Investigated the importance of driving time upon the preferences of consumers towards regional shopping centers . They expressed that although it is recognized that population, purchasing power, population density, newspaper circulation, and other factors are influential in determining the shopping habits of consumers, a factor which is generally overlooked is the driving time required to reach the center . In this study, it was established that the driving time required to reach a center is highly influential in determining consumer shopping center preferences. The most consistent and significant driving time dimension in delineating. 2 Huff 1964 and 1966 Concluded that the comparative size of the centers and the convenience of access were the primary characteristics that consumers sought when choosing a shopping center to visit. 3 Cox and Cooke 1970 Determined customer preference for shopping centers and the importance of driving time. The authors concluded that location and attractiveness are important determinants of consumer shopping center preferences. 4 Kang and Kim 1999 Also conducted surveys at three malls in San Diego, Cleveland and Atlanta to examine the impact of 'entertainment as motivation for shopping. Their survey asked mall patrons to rate. 5 Mehrabian and Russell 1947 Noted that the response that store atmosphere elicits from consumers, varies along three dimensions of pleasantness, arousal and dominance. LITERATURE REVIEW

8. Purpose of Project Slab, Beam, Footing Column, Staircase Septic tank, Soak pit Conclusion METHODOLOGY

9. The proposed Shopping Mall Building is planned to be constructed in Gangapuram , Erode . SITE PLAN

10. GROUND FLOOR PLAN WITH PARKING LOT

11. FLOOR PLANS

12. SECTIONAL PLAN

13. ELEVATION

14. PARKING LOT PATTERN

15. TERMIDE MOUND – BIO MIMICRY

16. Overall depth D. = 120 mm @Edge strip, 10 mm dia bars @300 mm c/c edge strip in both directions. @ Middle strip, Provide 10 mm dia bar @ 300 mm c-c spacing STRUCTURAL DRAWING OF SLAB

17. STRUCTURAL DETAIL & DRAWING OF BEAM Main Reinforcement: Using 16 mm Dia of bars, Number of Bars N = 8 Nos Shear Reinforcement: Using 8 mm Dia of bars, Number of bars N = 2 legged vertical stirrups Spacing = 230 mm c/c Clean Span = 9.144m Wall thickness = 230 mm Fck = 20 N/mm² Fy = 415 N/mm² Dia of Bars = 20mm

18. Breadth of beam, b = 300mm Depth of beam D = 600mm Axial force, Pu = 2046.3 kN Grade of concrete, fck = 20 N/mm² Grade of steel, Fy = 415 N/mm2 Provide 8Nos of 20mm dia bars as lateral Provide 8 mm dia bar @ Spacing 300 mm as stirrups STRUCTURAL DETAIL & D RAWIG OF COLUMN

19. STRUCTURAL DRAWING & DETAILS OF FOOTING Width of column = 300 mm = 0.3 m Depth of column = 600 mm = 0.6 m Factored load Pu = 2246.93 kN Safe bearing of soil q = 200 kN /m 2 Grade of concrete fck = 20 N/mm 2 Grade of steel fy = 415 N/mm 2 Short side of footing = 2.9 m Long side of footing = 3.9 m @Longer Direction , Adopt 20mm dia bars of 200 mm c/c @Short Direction , Adopt 16 mm dia bars of 250 mm c/c @ Central Band , Provide 16 mm dia bars at 100 mm c/c spacing Depth of footing D = 0.65 m Isolated footing Type: Isolated footing

20. STRUCTURAL DRAWING & DETAILS OF STAIRCASE Main reinforcement = 12mm dia bar@ 200mm c/c Distribution rod = 8mm dia bar @ 150mm c/c Dog-legged with waist slab, treads and risers. Tread = 300mm Rise = 150mm Height of each flight = 1.8 m No of rise require = 12 Nos No of tread require = 11 Nos Space occupied by tread = 3300mm M25 grade concrete and Fe415 HYSD bars

21. STRUCTURAL DRAWING & DETAILS OF SEPTIC TANK WITH SOAK PIT Length = 10 m Breadth = 5 m Liquid depth = 5 m Free board = 0.4 m. A sewage pit of diameter 5.19 m and 6 m deep below the inverted level of inlet pipe may. No of users =1500 persons Rate of water supply = 45 lit/day

22. CONCLUSION The proposed Shopping Mall Building is planned to be constructed in Gangapuram , Erode. In this building detailed plan on design are prepared as per standard specification. We have designed the building according to IS 456:2000 and we have used the limit state concept for the members.By this project the objective of entertaining the people under one roof is met with the inclusion of all the amenities and requirements with sustainable, The attempt of this project made us to understand concepts of design of slab, beam, column and footing we gained knowledge in software like AutoCAD and some codal provisions.

23. REFERENCES 1. National Building Code-2005. 2. Design standards for urban infrastructure shopping centres and other public urban spaces, Edition 1 Revision 0, page no: 17- 4. 3. Ten Principles for Rethinking the Mall, Page No: 6. 4. Journal City Walk, page no: 6-8 5. Design Standards of shopping mall, April 1, 2009, page no: 95 6. IS 875 part 2, Design loads Table 26.95 7. IS 456:2000 Code of Practice for Plain and Reinforced Concrete 8. A textbook of "Limit State Design of RC Structures", by Jain, A.K., Nemchad Publications, Rourkee .

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