WE AS A GROUP HAVE DONE A PROJECT ON PLANNING AND ANALYSIS OF A COMMERCIAL BUILDING USING STAAD PRO.

1. PLANNING, DESIGNING AND ESTIMATION
OF A COMMERCIAL BUILDING
(SECOND 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. LITERATURE REVIEW
2. METHODOLOGY
3. PROJECT PROGRESS
4. DRAFTING OF PLANS

3. 1. 1.1……
LITERATURE REVIEW:
1. Analysis of Commercial Building Using Staad-Pro in 10th 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 I 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

4. 1. 1.1……
LITERATURE REVIEW:
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.

5. 1. 1.1……
3. Puneet Mittal; Nishant Kad (2016) from An investigational study of
commercial building- 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-storey building.
On comparison between the software's it was found that ETABS provides lesser forces as when
compared to that of STAADPRO.
LITERATURE REVIEW:

6. 1. 1.1……
4. Mahesh N. Patil, Yogesh N. Sonawane (2015) from An investigational study
of commercial building- 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 were 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.
LITERATURE REVIEW:

7. 1. 1.1……
5. S. Vijaya Bhaskar Reddy etal (2015) from An investigational study of
commercial building- 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.
LITERATURE REVIEW:

8. METHODOLOGY:
 The first step is to prepare the plan by studying the location and availability of area and
this plan is prepared as per the requirement of office buildings.
 The design of a structure consists of 2 parts.
 The first part is to analyze the building using various loads such as live load, dead load.
 The second part is to design the dimensions of members on the basis of trial and error,
later the dimensions of the structural members are revised by checking it for failure of
members in STAAD Pro.
 Code followed for the design is Indian Standard 456-2000.
 The results are extracted after the analysis and detailing of the structural members are
done using AutoCAD.

9. METHODOLOGY
PLANNING DESIGNING ESTIMATION
 Site selection
 Site clearance
 Soil Excavation
 Soil tests
 SBC determined
 Foundation type
 PCC bed
 Plinth beam
 Damp proof course
 Site plan
 Floor plans (B+G+5)
 Column layout
 Elevation
 SLAB design
 BEAM design
 COLUMN design
 FOOTING design
 STAIRCASE design
 Earthwork estimation
 Manpower required
 Quantitative
estimation
 Cost estimation
 Total cost

10. PROJECT PROGRESS:
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: 4m
Height of building: 24m
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 (ladies), 2 (gents) in
each floor

17. THANKYOU.