This document summarizes a student project to plan, analyze, and design a five-story commercial building in Vedayapalem, Nellore. The project involved laying out the building design in AutoCAD according to building codes, then analyzing and designing the building structure using STAAD Pro software. Key aspects of the building include a ground floor for retail shops and parking, and upper floors divided between retail shops, supermarkets, offices, and conference halls. The analysis and design determined member forces, concrete schedules, and reinforcement requirements. Foundation design used isolated footings based on medium soil conditions.

1. PLANNING, ANALYSIS AND DESIGN
OF A COMMERCIAL BUILDING
(FOURTH REVIEW)
PROJECT MEMBERS:
o BAHAR ANJUM SHAIK – 17711A0101
o D. HARINI – 17711A0106
o B. ANGEL SUPRIYA – 17711A0103
o P
. SUPRIYA – 17711A0142
o D.LEO DEVENCY – 17711A0108
UNDER GUIDANCE OF
SYED MUSHTAQ

2. CONTENTS:
1. LITERATURE REVIEW
2. PROBLEM IDENTIFICATION
3. METHODOLOGY
4. PROJECT PROGRESS
1. SYNOPSIS SUBMISSION
2.FINAL RESULT
3. CONCLUSION

3. Our commercial building has mixed stories with shopping complex and office space. Shopping is a routine
activity of each and every one. But 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.
Our 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 with seismic
resistance. 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.

4. 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 with wind loads.
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 multistoried 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.

5. PLANNING

6. We designed the building according to the building byelaws ( NBC 2016 ).
We have designed in AutoCAD.
At first, a suitable site was selected and according to the dimensions suitable
setbacks were given.
After that, we came up with the following details.
BASIC BUILDING DETAILS :
No. of floors: B+G+5
Height of each floor: 3.2m
Height of building: 19.2m
Plot area: 3380 Sq.m.
Site location: Vedayapalam, Nellore.
Nature of soil: Hard strata
Soil Bearing Capacity: 440 KN/m2
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
Fire safety: 2 Fire hoses in every floor

13. DESIGN AND ANALYSIS

14. PLAN OF STRUCTURE

15. ELEVATION OF STRUCTURE

16. DEAD LOAD OF STRUCTURE

17. LIVE LOAD OF STRUCTURE

18. LOAD COMBINATIONS OF STRUCTURE

19. AXIAL FORCE OF STRUCTURE

20. BEAM STRESSES OF STRUCTURE

21. TORSION OF STRUCTURE

22. DISPLACEMENT OF STRUCTURE

23. BENDING MOMENT DIAGRAM OF STRUCTURE

24. 3D VIEW OF STRUCTURE

25. RENDERED VIEW OF STRUCTURE

26. ANALYSIS AND DESIGN
OF BEAM

27. Size = 450mm x 600 mm
Length = 7020 mm
Cover = 25mm
Provide 2 legged 8i @ 230mm
c/c.

28. CONCRETE DESIGN DEFLECTION

29. ANALYSIS AND DESIGN OF
COLUMN

30. Size = 450 mm x 450 mm
Length = 3300 mm
Cover = 40 mm
Provide 8mm dia. Rectangular ties
@190 mm c/c

31. DEFLECTION CONCRETE DESIGN

32. ANALYSIS AND DESIGN OF
ISOLATED FOOTING

34. PROJECT PROGRESS:

35. PROJECT PROGRESS:

36. PROJECT PROGRESS:

38. FINAL RESULT:
1. LITERATURE REVIEW
2. PROBLEM IDENTIFICATION
3. METHODOLOGY
4. PROJECT PROGRESS

39. 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. According to the plan it will be used as a multi- storied commercial building.
 The ground floor of the building will be used for retail shops and also for parking while the first floor is only for retail
shops. Ground and first floor are divided into 12 shops each having different areas.
 Second and third floors have supermarkets, food courts, saloon, gaming area and some small shops.
 Fourth and fifth floor have offices and conference halls. Roof top has solar panels which will provide electricity to the
building.
 Each shop is rectangle shaped. 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.
 Also using the software, we got the concrete take-off as well as the weight of the various reinforcement bars. The
foundation has been designed as an isolated footing using soil condition as medium. The foundation design values
were calculated using STAAD Foundation.

40. THANKYOU.