This document provides details of the analysis and design of a multi-storey reinforced concrete building project. It includes the objectives, which are to analyze and design the main structural elements of the building including slabs, columns, shear walls, and foundations. It also summarizes the building being a 12-storey residential building in Gorakhpur, India. The document outlines the various structural elements that will be designed, including flat slab structural systems, column types and design, shear wall design, and pile foundation design.
Design of steel structure as per is 800(2007)ahsanrabbani
It does not offer resistance against rotation and also termed as a hinged or pinned connections.
It transfers only axial or shear forces and it is not designed for moment
It is generally connected by single bolt/rivet and therefore full rotation is allowed
information on types of beams, different methods to calculate beam stress, design for shear, analysis for SRB flexure, design for flexure, Design procedure for doubly reinforced beam,
Design of steel structure as per is 800(2007)ahsanrabbani
It does not offer resistance against rotation and also termed as a hinged or pinned connections.
It transfers only axial or shear forces and it is not designed for moment
It is generally connected by single bolt/rivet and therefore full rotation is allowed
information on types of beams, different methods to calculate beam stress, design for shear, analysis for SRB flexure, design for flexure, Design procedure for doubly reinforced beam,
ANALYSIS AND DESIGN OF HIGH RISE BUILDING BY USING ETABSila vamsi krishna
RESULT OF ANALYSIS:
https://www.slideshare.net/ilavamsikrishna/results-of-etabs-on-high-rise-residential-buildings
ANALYSIS AND DESIGN OF BUILDING BY USING STAAD PRO PPT link :
https://www.slideshare.net/ilavamsikrishna/analysis-and-design-of-mutistoried-residential-building-by-using-staad-pro
FOR FULL REPORT:
vamsiila@gmail.com
Design of Reinforced Concrete Structure (IS 456:2000)MachenLink
This is the 1st Lecture Series on Design Reinforced Cement Concrete (IS 456 -2000).
In this video, you will learn about the objective of structural designing and then basic properties of concrete and steel.
Concrete properties like...
1. Grade of Concrete
2. Modulus of Elasticity
3. Characteristic Strength
4. Tensile Strength
5. Creep and Shrinkage
6. Durability
Reinforced Steel Properties....
1. Grade and types of steel
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Pushover is a static-nonlinear analysis method where a structure is subjected to gravity loading and a monotonic displacement-controlled lateral load pattern which continuously increases through elastic and inelastic behavior until an ultimate condition is reached. Lateral load may represent the range of base shear induced by earthquake loading, and its configuration may be proportional to the distribution of mass along building height, mode shapes, or another practical means.
The static pushover analysis is becoming a popular tool for seismic performance evaluation of existing and new structures. The expectation is that the pushover analysis will provide adequate information on seismic demands imposed by the design ground motion on the structural system and its components. The purpose of the paper is to summarize the basic concepts on which the pushover analysis can be based, assess the accuracy of pushover predictions, identify conditions under which the pushover will provide adequate information and, perhaps more importantly, identify cases in which the pushover predictions will be inadequate or even misleading.
Design and analysis of reinforced concrete multistory commercial building usi...Estisharaat Company
Design of multistory building by solving a sample manually ans rest of the building by solving on autodesk robot analysis, complete detailing of r.c members,final year project,complete ,how to design slabs, how to design beams, how to design rc column, how to make final year project, design of stairs,how to design foundations , how to prepare a project before using it in software for analysis,
ANALYSIS AND DESIGN OF HIGH RISE BUILDING BY USING ETABSila vamsi krishna
RESULT OF ANALYSIS:
https://www.slideshare.net/ilavamsikrishna/results-of-etabs-on-high-rise-residential-buildings
ANALYSIS AND DESIGN OF BUILDING BY USING STAAD PRO PPT link :
https://www.slideshare.net/ilavamsikrishna/analysis-and-design-of-mutistoried-residential-building-by-using-staad-pro
FOR FULL REPORT:
vamsiila@gmail.com
Design of Reinforced Concrete Structure (IS 456:2000)MachenLink
This is the 1st Lecture Series on Design Reinforced Cement Concrete (IS 456 -2000).
In this video, you will learn about the objective of structural designing and then basic properties of concrete and steel.
Concrete properties like...
1. Grade of Concrete
2. Modulus of Elasticity
3. Characteristic Strength
4. Tensile Strength
5. Creep and Shrinkage
6. Durability
Reinforced Steel Properties....
1. Grade and types of steel
2. Yield Strength of Mild Steel and HYSD Bars
Pushover is a static-nonlinear analysis method where a structure is subjected to gravity loading and a monotonic displacement-controlled lateral load pattern which continuously increases through elastic and inelastic behavior until an ultimate condition is reached. Lateral load may represent the range of base shear induced by earthquake loading, and its configuration may be proportional to the distribution of mass along building height, mode shapes, or another practical means.
The static pushover analysis is becoming a popular tool for seismic performance evaluation of existing and new structures. The expectation is that the pushover analysis will provide adequate information on seismic demands imposed by the design ground motion on the structural system and its components. The purpose of the paper is to summarize the basic concepts on which the pushover analysis can be based, assess the accuracy of pushover predictions, identify conditions under which the pushover will provide adequate information and, perhaps more importantly, identify cases in which the pushover predictions will be inadequate or even misleading.
Design and analysis of reinforced concrete multistory commercial building usi...Estisharaat Company
Design of multistory building by solving a sample manually ans rest of the building by solving on autodesk robot analysis, complete detailing of r.c members,final year project,complete ,how to design slabs, how to design beams, how to design rc column, how to make final year project, design of stairs,how to design foundations , how to prepare a project before using it in software for analysis,
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Analysis and design of a multi storey reinforced concrete
1. Srm University
College of Engineering
Civil Engineering Department
Graduation Project 1
www.thetechface.com
1
Analysis and Design of a Multi-storey
Reinforced Concrete Building
Prepared by:-
Vivek mishra 8081926916
Adviser:-
Junior engineer Nm mishra
Executive Engineering Nk chaudhary
Fourth Semester 2010/2011
2. Outline
2
Objectives
Summary
General Approach
Building Types
Concrete
Structural Elements
Slabs
Flat Slab
Design of Flat Slab
Columns
Rectangular Columns
Design of Rectangular Columns
Shear walls
Design of Shear Walls
Foundations
Pile Group
Design of Pile Group
Enviromental Impact
Conclusion
3. Objectives
3
The Objectives of the Project are:-
Carrying out a complete analysis and design of the main
structural elements of a multi-storey building including slabs,
columns, shear walls and foundations
Getting familiar with structural softwares ( AutoCAD)
Getting real life experience with engineering practices
4. Summary
4
Our graduation project is a residential building in Gorakhpur
Railway division.
Place:- Basti
This building consists of 12 repeated floors.
5. General Approach
5
Obtaining an architectural design of a regular residential multi-
storey building.
Establishing the structural system for the ground, and repeated
floors of the building.
The design of column, wind resisting system, and type of
foundations will be determined taking into consideration the
architectural drawings.
6. Types of building
6
Buildings are be divided into:
Apartment building
Apartment buildings are multi-story buildings where three or more
residences are contained within one structure.
Office building
The primary purpose of an office building is to provide a workplace and
working environment for administrative workers.
9. Concrete Mixtures
9
Concrete is a durable material which is ideal for many jobs.
The concrete mix should be workable.
It is important that the desired qualities of the hardened concrete
are met.
Economy is also an important factor.
10. Structural Elements
10
Any reinforced concrete structure consists of :
Slabs
Columns
Shear walls
Foundations
11. Flat Slab Structural System
11
Flat slab is a concrete slab which is reinforced in two directions
16. Columns
It is a vertical structural member supporting axial
compressive loads, with or with-out moments.
Support vertical loads from the floors and roof and
transmit these loads to the foundation.
16
17. Types of column
• Tied Columns
Over 95% of all columns in building in non-seismic regions are tied columns
• Spiral Columns
Spiral columns are generally circular. It makes the column more ductile.
Spiral column Rectangular
column
17
18. Steel Reinforcement in Columns
18
The limiting steel ratio ranges between 1 % to 8 %.
The concrete strength is between 25 MPa to 45 Mpa.
Reinforcing steel strength is between 400 MPa to 500 Mpa.
19. Design procedure
19
1. Calculate factored axial load Pu
2. Select reinforcement ratio
3. Concrete strength = 30 MPa, steel yield strength = 420 MPa
4. Calculate gross area
5. Calculate area of column reinforcement, As, and select rebar
number and size.
21. Guidelines for Column Reinforcement
21
Long Reinforcement
Min. bar diameter Ø12
Min. concrete covers 40 mm
Min. 4 bars in case of tied rectangular or circular
Maximum distance between bars = 250 mm
Short Reinforcement ( Stirrups)
Least of: Asp
(16)×diameter of long bars
S
least dimension of column
(48)×diameter of ties
dc
23. Shear walls
23
A shear wall is a wall that resists
lateral wind loads which acts
parallel to the plane of the wall.
24. Shear walls
24
Wind results in a pressure on the surface of the building
Pressure increases with height
Positive Pressure, acts towards the surface of the building
Negative Pressure, acts away from the surface of the building
(suction)
28. Foundations
28
Foundations are structural components used to support
columns and transfer loads to the underlying Soil.
Foundations
Shallow Deep
Isolated Combined Strap wall Raft
footing footing footing footing footing
Caissons Piles
29. Pile foundation
29
Our building is rested on a weak soil formation which
can’t resist the loads coming from our proposed building,
so we have to choose pile foundation.
Pile cap
Piles
Weak soil
Bearing stratum
30. Pile foundation
30
Piles are structural members that are made of steel,
concrete or timber.
31. Function of piles
31
As with other types of foundation, the purpose of a pile
foundation is:
To transmit a foundation load to a solid ground
To resist vertical, lateral and uplift load
Piles can be
Timber
Concrete
Steel
Composite
32. Concrete piles
32
General facts
Usual length: 10m-20m
Usual load: 300kN-3000kN
Advantages
Corrosion resistance
Can be easily combined with a concrete superstructure
Disadvantages
Difficult to achieve proper cutoff
Difficult to transport
33. Pile foundation
33
Piles can be divided in to two major categories:
1. End Bearing Piles
If the soil-boring records presence
of bedrock at the site within a reasonable depth,
piles can be extended to the
rock surface
2. Friction Piles
When no layer of rock is present depth at a site, point bearing piles become very
long and uneconomical. In this type of subsoil, piles are driven through
the softer material to specified depths.
34. Pile Cap Reinforcement
34
Pile caps carrying very heavy point loads tend to produce high
tensile stresses at the pile cap.
Reinforcement is thus designed to provide:
Resistance to tensile bending forces in the bottom of the cap
Resistance to vertical shear
35. Design of the pile cap
35
bearing capacity of one pile:
Rs = α ⋅ Cu ⋅ As .L
Length of pile penetration L = 18 meters
Adhesion factor of soil (clay) α = 0.8
Untrained shear strength Cu = 50
Diameter = 0.9 m
For piles with diameter 0.9 m
Rs = 2035.75 KN
38. Environmental impact
38
Although the cement production is environmentally
challenging, the final product of a reinforced concrete
building is environmentally friendly.
39. Conclusion
39
We have applied our gained knowledge during our graduation
project
We are able to use structural software ( Auto Cad )
We have practiced real life engineering practices
At this point, we would like to thank all instructors, engineers,
and Al Ain Consultant Office for their grateful effort.