TY - GEN AU - Datta, Debashis AU - Ghorai, Sajal TI - Multistoreyed buildings with steel concrete composite construction (G+3) & (G+6) U1 - 624.1772 PY - 2013/// CY - Kolkata PB - Institute for Steel Development and Growth (INSDAG) KW - N1 - 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 ER -