The document outlines a project on the design and analysis of a multi-storey building using STAAD Pro and AutoCAD software, adhering to IS 456:2000 codes. It details the building specifications including a residential structure with G+4 storeys, various load considerations, and essential materials such as M25 concrete and Fe500 steel. Key objectives of the structural design include ensuring the ultimate strength, serviceability, and stability of the building.

1. DESIGN AND ANALYSIS OF
MULTISTOREY BUILDING
KIRANDEEP SINGH
140070/1410664
B.TECH(CIVIL ENGG.)
GURU NANAK DEV ENGINEERING COLLEGE, LUDHIANA

2. CONTENTS
• INTRODUCTION
• CODES
• SOFTWARES’S
• STATEMENT OF PROJECT
• LOADS ON THE STRUCTURE
• OBJECTIVES OF STRUCTURAL DESIGN
• DESIGN AND ANALYSIS
• REFERENCES

3. INTRODUCTION
• Our project is based on the design and analysis of the multi- storied building.
• Analysis is done through using the STAAD- PRO
• Notation adopted through out the project is same in IS- 456 2000

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

5. SOFTWARES
• This project is mainly based on software and it is essential to know the details about these softwares.
• STAAD Pro V8i
• ETABS
• AutoCAD

6. STAAD PRO V8I
• It stands for Structural Analysis and Design
• It is powerful design software licensed by Bentley,
• It is to calculate S.F.D and B.M.D of complex loading beam
• It comes up to building with several members it will taken a week
• 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.

7. AUTOCAD
• AutoCAD is a powerful software licensed by AutoDesk Company and CAD stands for Computer Aided
Design
• It is used for drawing different layouts, elevations, details, sections, can be shown in AutoCAD.
• We used for drawing the plan of Multi storey building

8. STATEMENT OF THE PROJECT
• Utility of building: Residential Building
• Number of Storeys: G+4
• Number of staircases: 5
• Shape of Building: Rectangular
• Type of Construciton: R.C.C framed structure
• Type of walls: Brick Wall

9. GEOMETRIC DETAILS
• Ground floor: 3.0 m
• Floor height: 3.0 m
• Height of plinth: 1.5 m from below foundation
• Depth of foundation: 500 mm

10. MATERIAL DETAILS
• Concrete Grade: M25
• All Steel Grade: Fe500 Grade
• Type of steel bars: HYSD
• Bearing Capacity of Soil: >180 kN/m^2

11. LOADS ON STRUCTURE
• Dead Load
• Imposed Load’
• Wind Load
• Earthquake Load

12. LOAD COMBINATIONS
• The structure should be analysed for combination of loads as in practice we have number of loads in
various directions act
• Some of the combinations to be checked are given as
• 1.5(DL+LL)
• 1.5(DL+WL)
• 1.5(DL+LL+WL)

13. OBJECTIVES OF STRUCTURAL DESIGN
• Designed structure should satisfy the criteria of ultimate strength
• Structure should satisfy the serviceability requirement
• It should satisfy the stability against overturning, sliding, and buckling

14. MAIN MEMBERS TO BE DESIGNED
• Foundation
• Exterior and Interior Columns
• Beam Design
• Slab Design

15. DESIGN PRINCIPLE, ASSUMPTIONS & NOTATIONS
• 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 in IS- 456 2000 is taken as 1.5 for
concrete and 1.15 for steel

16. LOADS AND DENSITY OF MATERIALS
• Material and their Density
• Plain concrete: 24.0 kN/m3
• Reinforced Concrete: 25.0 kN/m3
• Flooring Material: 20.0 kN/m3
• Brick Masonary: 19.0 kn/m3
• Flyash: 5.0 kn/m3
• Live Loads in accordance with IS- 875
• Live load on slab: 3.0 kN/m2
• Live load on stair: 3.0 kN/m2

17. DESIGN OF TWO WAY SLAB

18. DESIGN OF DOUBLY REINFORCED BEAM

19. ANALYSIS AND DESIGN IN STAAD

20. DETAILING OF FLOOR PLAN

21. THANKS
Any Query