analysis and design of mutistoried residential building by using staad pro we considered g+4 residential building ANYLYSIS AND DESIGN OF HIGH RISE RESIDENTIAL BUILDING BY USING ETABS copy below Link to view presentation https://www.slideshare.net/ilavamsikrishna/analysis-and-design-of-high-rise-building-by-using-etabs vamsiila@gmail.com

1. ANALYSIS AND DESIGN OF MULTI
STOREY RESIDENTIAL BUILDING BY
USING STAAD PRO

2. By
ILA VAMSI KRISHNA
Under the esteemed guidance of
Miss. J.SHARANYA SREENIVAS
Asst. Professor
CIVIL ENGINEERING DEPARTMENT

3. ANALYSIS AND DESIGN
OF
MULTI-STOREY(G+4)
RESIDENTIAL
BUILDING

4.  In order to compete in the ever growing
competent market it is very important for a
structural engineer to save time.
 As a sequel to this an attempt is made to
analyze and design a Multistoried building by using
a software package Staad pro.
 For analyzing a multi storied building one has to
consider all the possible loadings such as dead,
live, wind and seismic loads.
ABSTRACT

5. CONTENTS
INTRODUCTION
SOFTWARE’S
CODES
STATEMENT OF PROJECT
LOADS ON THE STRUCTURES
ASSUMPTIONS AND NOTATIONS
ANALYSIS AND DESIGN
REFERENCES

6. INTRODUCTION
 Buildings are the important indicator of
social progress of the country.
 Daily new techniques are being developed.
 A building frame consists of number of bays
and stories.

7.  This project is mainly based on software
and it is essential to know the details about
these software
 Staad pro(v8i)
SOFTWARES

8.  Staad is the powerful design software licensed by Bentley .
Staad stands for structural analysis and design
 staad pro is a very powerful tool which it does this job in just an
hours staad is a best alternative for high rise buildings.
 Now a days most of the high rise buildings are designed by
staad which makes a compulsion for a civil engineer to know
about this software
STAAD PRO

9. CODES
 IS-456:2000:DESIGN CODE FOR RCC
STRUCTURES
 SP-16 : DESIGN CODE FOR COLUMNS
 IS-875(PART 1) : FOR DEAD LOADS
 IS-875(PART 2) : FOR IMPOSED LOADS
 IS-875(PART 3) : FOR WIND LOADS

10. 1.Utility of building :Residential building
2.No of storeys : G+4
3.No.of staircases : 5 no's
4.Type of construction :
R.C.C frame structure
5.Type of walls :Brick wall
STATEMENT OF THE PROJECT

11.  Concrete Grade : M20, M15
 All steel grade : Fe450 grade
 Type of steel bars : HYSD
MATERIAL DETAILS

12. DIFFERENT TYPES OF LOADS
ON THE STRUCTURES
Dead loads
Live loads
Wind loads

13.  RCC slab
 Beams
 Columns
 Walls
DEAD LOADS
INVOLVES SELF WEIGHT OF

14.  Live load also known imposed loads
 Loads over the floor i.e. Load of persons it
is calculated as 1 KN/m2
 This load is applied over the length of
structure
LIVE LOADS

15.  Wind is air in motion
 Intensity of wind and exposure are applied in the direction as
required
The amount of wind load is dependent on the following:
 Geographical location,
 The height of structure,
 Type of surrounding physical environment,
 The shape of structure,
 Size of the building.
WIND LOADS

16.  The notation adopted through out the work is same
as in IS 456-2000
 Using partial safety factors for loads in accordance
with clause 36.4 of IS 456-2000
 Partial safety factor for material in accordance with
clause 36.4.2 IS456-2000 is taken as 1.5 for
concrete and 1.15 for steel
 Using partial safety factors in accordance with
clause 36.4 of IS 456-2000 combination of load
(D.L+L.L) 1.5
(D.L +L.L+W.L) 1.2
ASSUMPTION AND NOTATIONS ASSUMED

17. MATERIAL DENSITY
1.Plain concrete 24.0 kN /m3
2.Reinforced 25.0 kN /m3
3.Flooring material(c.m) 20.0kN/m3
4.Brick masonry 19.0kN/m3
LIVE LOADS: In accordance with IS 875 part-2
1.Live load on slab = 3 kN/m3
2.Live load on passage = 3 kN/m3
3.Live load on stair = 3 kN/m3
DENSITY OF MATERIALS USED

18.  Analysis is done using STAAD PRO
developed by BENTLEY
ANALYSIS

43.  Column design
 Beam design
 Slab design
 Foundation design
 Stair case design
STEPS IN DESIGN

54. REFERENCES
 Structural analysis by
Shri.S.RAMAMRUTHAM
 IS456-2000 CODE
 IS 875 PART- I,II,III.
 STAAD PRO package
 Design of RCC structures by
Shri.B.C PUNMIA

55. ANY SUGGESTIONS.......!

56. ANY QUIRIES.........?

57. THANK YOU
FOR FULL PROJECT
CONTACT:
vamsiila@gmail.com