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DESIGN AND ANALYSIS OF
MULTISTOREY BUILDING
KIRANDEEP SINGH
140070/1410664
B.TECH(CIVIL ENGG.)
GURU NANAK DEV ENGINEERING COLLEGE, LUDHIANA
CONTENTS
β€’ INTRODUCTION
β€’ CODES
β€’ SOFTWARES’S
β€’ STATEMENT OF PROJECT
β€’ LOADS ON THE STRUCTURE
β€’ OBJECTIVES OF STRUCTURAL DESIGN
β€’ DESIGN AND ANALYSIS
β€’ REFERENCES
INTRODUCTION
β€’ Our project is based on the design and analysis of the multi- storied building.
β€’ Analysis is done through using the STAAD- PRO
β€’ Notation adopted through out the project is same in IS- 456 2000
CODES
β€’ IS- 456 2000: DESIGN CODE FOR RCC STRUCTURES
β€’ SP-16: DESIGN CODE FOR COLUMNS
β€’ IS-875(PART 1): CODE FOR DEAD LOADS
β€’ IS-875(PART 2): CODE FOR IMPOSED LOADS
β€’ IS- 875(PART 3): CODE FOR WIND LOADS
SOFTWARES
β€’ This project is mainly based on software and it is essential to know the details about these softwares.
β€’ STAAD Pro V8i
β€’ ETABS
β€’ AutoCAD
STAAD PRO V8I
β€’ It stands for Structural Analysis and Design
β€’ It is powerful design software licensed by Bentley,
β€’ It is to calculate S.F.D and B.M.D of complex loading beam
β€’ It comes up to building with several members it will taken a week
β€’ 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.
AUTOCAD
β€’ AutoCAD is a powerful software licensed by AutoDesk Company and CAD stands for Computer Aided
Design
β€’ It is used for drawing different layouts, elevations, details, sections, can be shown in AutoCAD.
β€’ We used for drawing the plan of Multi storey building
STATEMENT OF THE PROJECT
β€’ Utility of building: Residential Building
β€’ Number of Storeys: G+4
β€’ Number of staircases: 5
β€’ Shape of Building: Rectangular
β€’ Type of Construciton: R.C.C framed structure
β€’ Type of walls: Brick Wall
GEOMETRIC DETAILS
β€’ Ground floor: 3.0 m
β€’ Floor height: 3.0 m
β€’ Height of plinth: 1.5 m from below foundation
β€’ Depth of foundation: 500 mm
MATERIAL DETAILS
β€’ Concrete Grade: M25
β€’ All Steel Grade: Fe500 Grade
β€’ Type of steel bars: HYSD
β€’ Bearing Capacity of Soil: >180 kN/m^2
LOADS ON STRUCTURE
β€’ Dead Load
β€’ Imposed Load’
β€’ Wind Load
β€’ Earthquake Load
LOAD COMBINATIONS
β€’ The structure should be analysed for combination of loads as in practice we have number of loads in
various directions act
β€’ Some of the combinations to be checked are given as
β€’ 1.5(DL+LL)
β€’ 1.5(DL+WL)
β€’ 1.5(DL+LL+WL)
OBJECTIVES OF STRUCTURAL DESIGN
β€’ Designed structure should satisfy the criteria of ultimate strength
β€’ Structure should satisfy the serviceability requirement
β€’ It should satisfy the stability against overturning, sliding, and buckling
MAIN MEMBERS TO BE DESIGNED
β€’ Foundation
β€’ Exterior and Interior Columns
β€’ Beam Design
β€’ Slab Design
DESIGN PRINCIPLE, ASSUMPTIONS & NOTATIONS
β€’ The notation adopted through out the work is same as in IS- 456 2000
β€’ Using partial safety factors for loads in accordance with clause 36.4 of IS- 456 2000
β€’ 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
LOADS AND DENSITY OF MATERIALS
β€’ Material and their Density
β€’ Plain concrete: 24.0 kN/m3
β€’ Reinforced Concrete: 25.0 kN/m3
β€’ Flooring Material: 20.0 kN/m3
β€’ Brick Masonary: 19.0 kn/m3
β€’ Flyash: 5.0 kn/m3
β€’ Live Loads in accordance with IS- 875
β€’ Live load on slab: 3.0 kN/m2
β€’ Live load on stair: 3.0 kN/m2
DESIGN OF TWO WAY SLAB
DESIGN OF DOUBLY REINFORCED BEAM
ANALYSIS AND DESIGN IN STAAD
DETAILING OF FLOOR PLAN
THANKS
Any Query

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Structure analysis and design

  • 1. DESIGN AND ANALYSIS OF MULTISTOREY BUILDING KIRANDEEP SINGH 140070/1410664 B.TECH(CIVIL ENGG.) GURU NANAK DEV ENGINEERING COLLEGE, LUDHIANA
  • 2. CONTENTS β€’ INTRODUCTION β€’ CODES β€’ SOFTWARES’S β€’ STATEMENT OF PROJECT β€’ LOADS ON THE STRUCTURE β€’ OBJECTIVES OF STRUCTURAL DESIGN β€’ DESIGN AND ANALYSIS β€’ REFERENCES
  • 3. INTRODUCTION β€’ Our project is based on the design and analysis of the multi- storied building. β€’ Analysis is done through using the STAAD- PRO β€’ Notation adopted through out the project is same in IS- 456 2000
  • 4. CODES β€’ IS- 456 2000: DESIGN CODE FOR RCC STRUCTURES β€’ SP-16: DESIGN CODE FOR COLUMNS β€’ IS-875(PART 1): CODE FOR DEAD LOADS β€’ IS-875(PART 2): CODE FOR IMPOSED LOADS β€’ IS- 875(PART 3): CODE FOR WIND LOADS
  • 5. SOFTWARES β€’ This project is mainly based on software and it is essential to know the details about these softwares. β€’ STAAD Pro V8i β€’ ETABS β€’ AutoCAD
  • 6. STAAD PRO V8I β€’ It stands for Structural Analysis and Design β€’ It is powerful design software licensed by Bentley, β€’ It is to calculate S.F.D and B.M.D of complex loading beam β€’ It comes up to building with several members it will taken a week β€’ 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 β€’ AutoCAD is a powerful software licensed by AutoDesk Company and CAD stands for Computer Aided Design β€’ It is used for drawing different layouts, elevations, details, sections, can be shown in AutoCAD. β€’ We used for drawing the plan of Multi storey building
  • 8. STATEMENT OF THE PROJECT β€’ Utility of building: Residential Building β€’ Number of Storeys: G+4 β€’ Number of staircases: 5 β€’ Shape of Building: Rectangular β€’ Type of Construciton: R.C.C framed structure β€’ Type of walls: Brick Wall
  • 9. GEOMETRIC DETAILS β€’ Ground floor: 3.0 m β€’ Floor height: 3.0 m β€’ Height of plinth: 1.5 m from below foundation β€’ Depth of foundation: 500 mm
  • 10. MATERIAL DETAILS β€’ Concrete Grade: M25 β€’ All Steel Grade: Fe500 Grade β€’ Type of steel bars: HYSD β€’ Bearing Capacity of Soil: >180 kN/m^2
  • 11. LOADS ON STRUCTURE β€’ Dead Load β€’ Imposed Load’ β€’ Wind Load β€’ Earthquake Load
  • 12. LOAD COMBINATIONS β€’ The structure should be analysed for combination of loads as in practice we have number of loads in various directions act β€’ Some of the combinations to be checked are given as β€’ 1.5(DL+LL) β€’ 1.5(DL+WL) β€’ 1.5(DL+LL+WL)
  • 13. OBJECTIVES OF STRUCTURAL DESIGN β€’ Designed structure should satisfy the criteria of ultimate strength β€’ Structure should satisfy the serviceability requirement β€’ It should satisfy the stability against overturning, sliding, and buckling
  • 14. MAIN MEMBERS TO BE DESIGNED β€’ Foundation β€’ Exterior and Interior Columns β€’ Beam Design β€’ Slab Design
  • 15. DESIGN PRINCIPLE, ASSUMPTIONS & NOTATIONS β€’ The notation adopted through out the work is same as in IS- 456 2000 β€’ Using partial safety factors for loads in accordance with clause 36.4 of IS- 456 2000 β€’ 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 β€’ Material and their Density β€’ Plain concrete: 24.0 kN/m3 β€’ Reinforced Concrete: 25.0 kN/m3 β€’ Flooring Material: 20.0 kN/m3 β€’ Brick Masonary: 19.0 kn/m3 β€’ Flyash: 5.0 kn/m3 β€’ Live Loads in accordance with IS- 875 β€’ Live load on slab: 3.0 kN/m2 β€’ Live load on stair: 3.0 kN/m2
  • 17. DESIGN OF TWO WAY SLAB
  • 18. DESIGN OF DOUBLY REINFORCED BEAM