Multistoreyed buildings with steel concrete composite construction (G+3) & (G+6) (Record no. 45564)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 05696 a2200181 4500 |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | 624.1772 |
| Item number | DAT |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Datta, Debashis |
| 245 ## - TITLE STATEMENT | |
| Title | Multistoreyed buildings with steel concrete composite construction (G+3) & (G+6) |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Place of publication, distribution, etc | Kolkata |
| Name of publisher, distributor, etc | Institute for Steel Development and Growth (INSDAG) |
| Date of publication, distribution, etc | 2013 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 173p. |
| 440 ## - SERIES STATEMENT/ADDED ENTRY--TITLE | |
| Title | INSDAG Publication INS/PUB/132 |
| 9 (RLIN) | 55893 |
| 505 ## - FORMATTED CONTENTS NOTE | |
| Formatted contents note | CONTENTS<br/>1.Introduction 1-8<br/>Requirement of Apartment Buildings in Metro cities in India<br/>Need for Apartments at affordable price in India<br/>INSDAG's Scope of the Project<br/>A Brief on Composite Design Concept<br/>Unique Benefits of Composite Construction<br/>2. Major Design Considerations 9-22<br/>2.1 Design Concept<br/>Design Basis<br/>Design of (G+3) and (G+6) Storeyed Residential Buildings<br/>2.2 Salient features in RCC and Composite design<br/>RCC Structure Model<br/>Composite Structure Model<br/>Cost Comparison<br/>Considerations in Different Options<br/>Miscellaneous Design Considerations <br/>3. Design of (G+3) Storeyed Building 23-38<br/>3.1Design of RCC Framed Structure<br/>RCC Foundation<br/>RCC Beam<br/>RCC Columns<br/>RCC Slab<br/>3.2 Design of Composite Structure<br/>Design of Composite Beam<br/>Design of Composite Column<br/>4.0 Design of (G+6) Storeyed Building 39-54<br/>4.1 Design of RCC Framed Structure<br/>RCC Foundation<br/>RCC Beam<br/>RCC Columns<br/>4.2 Design of Composite Structure<br/>Design of Composite Beam<br/>Design of Composite Column<br/>5.0 Drawings and Sketches 55-96<br/>Typical Ground Floor Plan for RCC option<br/>Typical Floor Plan for RCC option (G+3) & (G+6)<br/>Pile Foundation Layout for RCC (G+3)<br/>Pile Foundation Layout for Composite Structure with Brick Cladding (G+3)<br/>Pile Foundation Layout fpr Composite Structure with M2 Panel Cladding (G+3)<br/>Typical Plan & Sectional View of Pile-Cap & Pile (G+3) & (G+6)<br/>Strip / Isolated Footing Layout for RCC Option (G+3)<br/>Dimensions of Foundations of (G+3) Building RCC Option<br/>Strip / Isolated Footing Layout for Composite Option (G+3)<br/>Dimensions of Foundations of (G+3) Building Option with Brick Wall<br/>Strip / Isolated Footing Layout for Composite Structure with M2 Panel Cladding (G+3)<br/>Dimensions of Foundations of (G+3) Building Composite Option with M2 Panel Cladding<br/>Typical Plinth Beam Layout<br/>Typical Longitudinal Sections of Plinth Beams<br/>Typical Floor Beam Layout for RCC Option<br/>Typical Roof Beam Layout for RCC Option<br/>Typical Longitudinal Sections of Floor Beams (G+3) & (G+6)<br/>Details of RCC Column Sections<br/>Pile Foundation Layout for RCC (G+6)<br/>Pile Foundation Layout for Composite Structure with Brick Cladding (G+6)<br/>Pile Foundation Layout for Composite Structure with M2 Panel Cladding (G+6)5.22<br/>Typical Ground Floor Plan (Composite Option) Typical Floor Plan for Composite Option (Brick Wall)<br/>Typical Floor Beam Arrangement for Composite Option (Brick Wall)<br/>Typical Roof Beam Layout Composite Option (Brick Wall)<br/>Detail of Composite Column & Beam Section for (G+3) & (G+6)<br/>Typical Staircase Plan & Section for Composite Option<br/>Typical Detail of Base Plate (Composite Structure) - Option 1<br/>Typical Detail of Base Plate (Composite Structure) - Option 2<br/>Typical Beam Column Connection Details for Steel-Concrete Composite Option<br/>Typical Beam Column Connection Details for Steel-Concrete Composite Option<br/>Typical Beam Column Moment Connection Details for Steel-Concrete Composite Option<br/>Typical Beam to Beam Connection Details for Steel-Concrete Composite Option<br/>Typical Cross Section for RCC Option<br/>Typical Cross Section for Steel-Concrete Composite Option with Brick Wall<br/>Typical Cross Section for Steel-Concrete Composite Option with M2 Panel Cladding<br/>Typical Detail Showing Additional Reinforcement at Beam & Column Junction (Composite)<br/>Typical Detail Showing Additional Reinforcement in Slab at Beam & Column Junction (Composite)<br/>6. Estimation 97-102<br/>Item Rates<br/>Quantities<br/>Erection Methodology for Composite Construction<br/>7. Tables and Charts 103-146<br/>7.1 Tables Showing Cost Estimate (G+3)<br/>RCC Structure with Brick Wall (3.0 m Height) with Pile Foundation<br/>Composite Option with Brick Wall (2.85 m Height) with Pile Foundation<br/>Composite Option with M2 Panel (2.85 m Height) with Pile Foundation<br/>RCC Structure with Brick Wall (3.0 m Height) with Strip Foundation<br/>Composite Option with Brick Wall (2.85 m Height) with Strip Foundation<br/>Composite Option with M2 Panel (2.85 m Height) with Strip Foundation<br/>7.2 Tables Showing Cost Estimate (G+6)<br/>RCC Structure with Brick Wall (3.0 m Height) with Pile Foundation<br/>Composite Option with Brick Wall (2.85 m Height) with Pile Foundation<br/>Composite Option with M2 Panel (2.85 m Height) with Pile Foundation<br/>7.3 Tables Showing Comparative Cost Study<br/>Cost Comparison between Different Options for (G+3)<br/>Cost Comparison between Different Options for (G+6)<br/>Charts Showing Comparison of Costs of Different Options of Buildings<br/>8. Major Observations 147-152<br/>9. Life Cycle Cost Analysis 153-164<br/>9.1 Brief Concept of Life Cycle Cost<br/>Introduction<br/>Methodology<br/>General Terminologies<br/>9.2 Tables of Life Cycle Cost (G+3)<br/>LCC Summary Table for 30 Years @ 6%<br/>LCC Summary Table for 100 Years @ 6%<br/>LCC Summary Table for 30 Years @ 10%<br/>LCC Summary Table for 100 Years @ 10%<br/>(147-152) (153-164)<br/>9.3 Tables of Life Cycle Cost (G+6)<br/>LCC Summary Table for 30 Years @ 6%<br/>LCC Summary Table for 100 Years @ 6%<br/>LCC Summary Table for 30 Years @ 10%<br/>LCC Summary Table for 100 Years @ 10%<br/>10.0 Conclusions 165-170<br/>References 171-174<br/><br/> |
| 600 ## - SUBJECT ADDED ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 55897 |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Ghorai, Sajal |
| 890 ## - Country | |
| Country | India |
| 891 ## - Topic | |
| Topic | FT |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Collection code | Withdrawn status | Home library | Current library | Date acquired | Source of acquisition | Cost, normal purchase price | Total Checkouts | Total Renewals | Full call number | Barcode | Date last seen | Date last borrowed | Cost, replacement price | Price effective from | Koha item type |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Dewey Decimal Classification | Faculty of Technology | CEPT Library | CEPT Library | 22/11/2017 | INSDAG | 1253.00 | 2 | 2 | 624.1772 DAT | 017910 | 20/12/2019 | 13/11/2019 | 1200.00 | 24/02/2017 | Book |