Multistoreyed buildings with steel concrete composite construction (G+3) & (G+6)
Datta, Debashis
Multistoreyed buildings with steel concrete composite construction (G+3) & (G+6) - Kolkata Institute for Steel Development and Growth (INSDAG) 2013 - 173p. - INSDAG Publication INS/PUB/132 .
CONTENTS
1.Introduction 1-8
Requirement of Apartment Buildings in Metro cities in India
Need for Apartments at affordable price in India
INSDAG's Scope of the Project
A Brief on Composite Design Concept
Unique Benefits of Composite Construction
2. Major Design Considerations 9-22
2.1 Design Concept
Design Basis
Design of (G+3) and (G+6) Storeyed Residential Buildings
2.2 Salient features in RCC and Composite design
RCC Structure Model
Composite Structure Model
Cost Comparison
Considerations in Different Options
Miscellaneous Design Considerations
3. Design of (G+3) Storeyed Building 23-38
3.1Design of RCC Framed Structure
RCC Foundation
RCC Beam
RCC Columns
RCC Slab
3.2 Design of Composite Structure
Design of Composite Beam
Design of Composite Column
4.0 Design of (G+6) Storeyed Building 39-54
4.1 Design of RCC Framed Structure
RCC Foundation
RCC Beam
RCC Columns
4.2 Design of Composite Structure
Design of Composite Beam
Design of Composite Column
5.0 Drawings and Sketches 55-96
Typical Ground Floor Plan for RCC option
Typical Floor Plan for RCC option (G+3) & (G+6)
Pile Foundation Layout for RCC (G+3)
Pile Foundation Layout for Composite Structure with Brick Cladding (G+3)
Pile Foundation Layout fpr Composite Structure with M2 Panel Cladding (G+3)
Typical Plan & Sectional View of Pile-Cap & Pile (G+3) & (G+6)
Strip / Isolated Footing Layout for RCC Option (G+3)
Dimensions of Foundations of (G+3) Building RCC Option
Strip / Isolated Footing Layout for Composite Option (G+3)
Dimensions of Foundations of (G+3) Building Option with Brick Wall
Strip / Isolated Footing Layout for Composite Structure with M2 Panel Cladding (G+3)
Dimensions of Foundations of (G+3) Building Composite Option with M2 Panel Cladding
Typical Plinth Beam Layout
Typical Longitudinal Sections of Plinth Beams
Typical Floor Beam Layout for RCC Option
Typical Roof Beam Layout for RCC Option
Typical Longitudinal Sections of Floor Beams (G+3) & (G+6)
Details of RCC Column Sections
Pile Foundation Layout for RCC (G+6)
Pile Foundation Layout for Composite Structure with Brick Cladding (G+6)
Pile Foundation Layout for Composite Structure with M2 Panel Cladding (G+6)5.22
Typical Ground Floor Plan (Composite Option) Typical Floor Plan for Composite Option (Brick Wall)
Typical Floor Beam Arrangement for Composite Option (Brick Wall)
Typical Roof Beam Layout Composite Option (Brick Wall)
Detail of Composite Column & Beam Section for (G+3) & (G+6)
Typical Staircase Plan & Section for Composite Option
Typical Detail of Base Plate (Composite Structure) - Option 1
Typical Detail of Base Plate (Composite Structure) - Option 2
Typical Beam Column Connection Details for Steel-Concrete Composite Option
Typical Beam Column Connection Details for Steel-Concrete Composite Option
Typical Beam Column Moment Connection Details for Steel-Concrete Composite Option
Typical Beam to Beam Connection Details for Steel-Concrete Composite Option
Typical Cross Section for RCC Option
Typical Cross Section for Steel-Concrete Composite Option with Brick Wall
Typical Cross Section for Steel-Concrete Composite Option with M2 Panel Cladding
Typical Detail Showing Additional Reinforcement at Beam & Column Junction (Composite)
Typical Detail Showing Additional Reinforcement in Slab at Beam & Column Junction (Composite)
6. Estimation 97-102
Item Rates
Quantities
Erection Methodology for Composite Construction
7. Tables and Charts 103-146
7.1 Tables Showing Cost Estimate (G+3)
RCC Structure with Brick Wall (3.0 m Height) with Pile Foundation
Composite Option with Brick Wall (2.85 m Height) with Pile Foundation
Composite Option with M2 Panel (2.85 m Height) with Pile Foundation
RCC Structure with Brick Wall (3.0 m Height) with Strip Foundation
Composite Option with Brick Wall (2.85 m Height) with Strip Foundation
Composite Option with M2 Panel (2.85 m Height) with Strip Foundation
7.2 Tables Showing Cost Estimate (G+6)
RCC Structure with Brick Wall (3.0 m Height) with Pile Foundation
Composite Option with Brick Wall (2.85 m Height) with Pile Foundation
Composite Option with M2 Panel (2.85 m Height) with Pile Foundation
7.3 Tables Showing Comparative Cost Study
Cost Comparison between Different Options for (G+3)
Cost Comparison between Different Options for (G+6)
Charts Showing Comparison of Costs of Different Options of Buildings
8. Major Observations 147-152
9. Life Cycle Cost Analysis 153-164
9.1 Brief Concept of Life Cycle Cost
Introduction
Methodology
General Terminologies
9.2 Tables of Life Cycle Cost (G+3)
LCC Summary Table for 30 Years @ 6%
LCC Summary Table for 100 Years @ 6%
LCC Summary Table for 30 Years @ 10%
LCC Summary Table for 100 Years @ 10%
(147-152) (153-164)
9.3 Tables of Life Cycle Cost (G+6)
LCC Summary Table for 30 Years @ 6%
LCC Summary Table for 100 Years @ 6%
LCC Summary Table for 30 Years @ 10%
LCC Summary Table for 100 Years @ 10%
10.0 Conclusions 165-170
References 171-174
624.1772 / DAT
Multistoreyed buildings with steel concrete composite construction (G+3) & (G+6) - Kolkata Institute for Steel Development and Growth (INSDAG) 2013 - 173p. - INSDAG Publication INS/PUB/132 .
CONTENTS
1.Introduction 1-8
Requirement of Apartment Buildings in Metro cities in India
Need for Apartments at affordable price in India
INSDAG's Scope of the Project
A Brief on Composite Design Concept
Unique Benefits of Composite Construction
2. Major Design Considerations 9-22
2.1 Design Concept
Design Basis
Design of (G+3) and (G+6) Storeyed Residential Buildings
2.2 Salient features in RCC and Composite design
RCC Structure Model
Composite Structure Model
Cost Comparison
Considerations in Different Options
Miscellaneous Design Considerations
3. Design of (G+3) Storeyed Building 23-38
3.1Design of RCC Framed Structure
RCC Foundation
RCC Beam
RCC Columns
RCC Slab
3.2 Design of Composite Structure
Design of Composite Beam
Design of Composite Column
4.0 Design of (G+6) Storeyed Building 39-54
4.1 Design of RCC Framed Structure
RCC Foundation
RCC Beam
RCC Columns
4.2 Design of Composite Structure
Design of Composite Beam
Design of Composite Column
5.0 Drawings and Sketches 55-96
Typical Ground Floor Plan for RCC option
Typical Floor Plan for RCC option (G+3) & (G+6)
Pile Foundation Layout for RCC (G+3)
Pile Foundation Layout for Composite Structure with Brick Cladding (G+3)
Pile Foundation Layout fpr Composite Structure with M2 Panel Cladding (G+3)
Typical Plan & Sectional View of Pile-Cap & Pile (G+3) & (G+6)
Strip / Isolated Footing Layout for RCC Option (G+3)
Dimensions of Foundations of (G+3) Building RCC Option
Strip / Isolated Footing Layout for Composite Option (G+3)
Dimensions of Foundations of (G+3) Building Option with Brick Wall
Strip / Isolated Footing Layout for Composite Structure with M2 Panel Cladding (G+3)
Dimensions of Foundations of (G+3) Building Composite Option with M2 Panel Cladding
Typical Plinth Beam Layout
Typical Longitudinal Sections of Plinth Beams
Typical Floor Beam Layout for RCC Option
Typical Roof Beam Layout for RCC Option
Typical Longitudinal Sections of Floor Beams (G+3) & (G+6)
Details of RCC Column Sections
Pile Foundation Layout for RCC (G+6)
Pile Foundation Layout for Composite Structure with Brick Cladding (G+6)
Pile Foundation Layout for Composite Structure with M2 Panel Cladding (G+6)5.22
Typical Ground Floor Plan (Composite Option) Typical Floor Plan for Composite Option (Brick Wall)
Typical Floor Beam Arrangement for Composite Option (Brick Wall)
Typical Roof Beam Layout Composite Option (Brick Wall)
Detail of Composite Column & Beam Section for (G+3) & (G+6)
Typical Staircase Plan & Section for Composite Option
Typical Detail of Base Plate (Composite Structure) - Option 1
Typical Detail of Base Plate (Composite Structure) - Option 2
Typical Beam Column Connection Details for Steel-Concrete Composite Option
Typical Beam Column Connection Details for Steel-Concrete Composite Option
Typical Beam Column Moment Connection Details for Steel-Concrete Composite Option
Typical Beam to Beam Connection Details for Steel-Concrete Composite Option
Typical Cross Section for RCC Option
Typical Cross Section for Steel-Concrete Composite Option with Brick Wall
Typical Cross Section for Steel-Concrete Composite Option with M2 Panel Cladding
Typical Detail Showing Additional Reinforcement at Beam & Column Junction (Composite)
Typical Detail Showing Additional Reinforcement in Slab at Beam & Column Junction (Composite)
6. Estimation 97-102
Item Rates
Quantities
Erection Methodology for Composite Construction
7. Tables and Charts 103-146
7.1 Tables Showing Cost Estimate (G+3)
RCC Structure with Brick Wall (3.0 m Height) with Pile Foundation
Composite Option with Brick Wall (2.85 m Height) with Pile Foundation
Composite Option with M2 Panel (2.85 m Height) with Pile Foundation
RCC Structure with Brick Wall (3.0 m Height) with Strip Foundation
Composite Option with Brick Wall (2.85 m Height) with Strip Foundation
Composite Option with M2 Panel (2.85 m Height) with Strip Foundation
7.2 Tables Showing Cost Estimate (G+6)
RCC Structure with Brick Wall (3.0 m Height) with Pile Foundation
Composite Option with Brick Wall (2.85 m Height) with Pile Foundation
Composite Option with M2 Panel (2.85 m Height) with Pile Foundation
7.3 Tables Showing Comparative Cost Study
Cost Comparison between Different Options for (G+3)
Cost Comparison between Different Options for (G+6)
Charts Showing Comparison of Costs of Different Options of Buildings
8. Major Observations 147-152
9. Life Cycle Cost Analysis 153-164
9.1 Brief Concept of Life Cycle Cost
Introduction
Methodology
General Terminologies
9.2 Tables of Life Cycle Cost (G+3)
LCC Summary Table for 30 Years @ 6%
LCC Summary Table for 100 Years @ 6%
LCC Summary Table for 30 Years @ 10%
LCC Summary Table for 100 Years @ 10%
(147-152) (153-164)
9.3 Tables of Life Cycle Cost (G+6)
LCC Summary Table for 30 Years @ 6%
LCC Summary Table for 100 Years @ 6%
LCC Summary Table for 30 Years @ 10%
LCC Summary Table for 100 Years @ 10%
10.0 Conclusions 165-170
References 171-174
624.1772 / DAT