Design of steel structures : based on the latest IS Codes (IS: 800-1984 second revision; and other codes) (Record no. 7585)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 02919nam a2200157Ia 4500 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| International Standard Book Number | 0074517988 |
| 082 ## - DEWEY DECIMAL CLASSIFICATION NUMBER | |
| Classification number | 624.1821 |
| Item number | NEG |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Negi, L. S. |
| 245 ## - TITLE STATEMENT | |
| Title | Design of steel structures : based on the latest IS Codes (IS: 800-1984 second revision; and other codes) |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) | |
| Place of publication, distribution, etc. | New Delhi |
| Name of publisher, distributor, etc. | Tata McGraw Hill Pub. Co. Ltd. |
| Date of publication, distribution, etc. | 1994 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | viii,243p. |
| 500 ## - GENERAL NOTE | |
| General note | CONTENT: Preface vii 1 Materials and Specification1 1.1 Rolled steel sections 1 1.2 Types of structural steels 3 1.3 Specifications 4 2Structural Fasteners 5 2.1 Riveting 5 2.2 Bolted joint 7 2.3 types of riveted and bolted joints 8 2.4 Definitions 8 2.5 Failure of a riveted joint9 2.6 Strength of a riveted joint JO 2.7 Assumptions in the theory of riveted joints 2.8 Efficiency of a joint12 2.9 Design of riveted joints for axially loaded members16 2.10 Welded joints 2.11 Advantages of welded joints 22 2.12 Disadvantages of welded joints23 2,13 Types of welds and their symbols 25 2.14 Design of fillet welds 26 2.15 Design of butt welds 32 2.16 Design of plug and slot welds33 Problems34 3 Eccentric Connections 36 3.1 Introduction 36 3.2 Riveted joints subjected to moment acting in the plane of the joint 36 3.3 Rivets and bolts in tension and shear38 3.4 Design of eccentric connections 40 3.5 Butt-welded joint loaded eccentrically 46 3.6 Fillet-welded joint loaded eccentrically 47 Problems 52 4 Tension Members56 4.1 Introduction 56 4.2 Net sectional area 56 4.3 Permissible stress 60 4.4 Design of axially loaded tension member 65 4.5 Lug angle 74 4.6 Tension splice 76 Problem78 5Compression Members 79 5.1 Introduction 79 5.2 Strength of an axialiy loadedcompression member 79 5.3 Effective strength 81 5.4 Maximum slenderness ratio 83 5.5 Compression member composed of two components back-to-back 86 5.6 Typical cross-sections of compression members 86 5.7 Design of compression members91 5.8 Lacing and battening for built-up compression member 96 5.9 Column bases 707 5.10 Slab base707 5.11 Gusseted base 110 5.12 Grillage foundation 772 5.13 Column splices 776 Problems 777 6 Beam 120 6.1 Introduction 120 6.2 Design procedure 120 6.3 Built-up beams 138 6.4 Plate thickness 139 6.5 Simple beam end connections 742 Problems 142 1 Beam Column152 7.1 Introduction 152 7.2 Eccentricity of load 153 7.3 Eccentrically loaded base plates 156 8 Plate Girder 160 8.1 Introduction160 8.2 Economical depth and self-weight of plate girder760 8.3 Design of web 162 8.4 Design of flanges 164 8.5 Curtailment of flange plates 168 8.6 Riveted connections 170 8.7 Web stitfeners 172 8.8 Web splice 174 8.9 Flange splice 182 9 Roof Trusses 194 9.1 Introduction194 9.2 Components of a roof truss 194 9.3 Loads on roofs 195 9.4 Design of purlins 198 9.5 Procedure of designing a roof truss207 Problems 211 Index242 |
| 890 ## - COUNTRY | |
| -- | India |
| 891 ## - TOPIC | |
| -- | GRATIS |
| Withdrawn status | Lost status | Damaged status | Not for loan | Collection code | Home library | Current library | Date acquired | Total Checkouts | Total Renewals | Full call number | Barcode | Date last seen | Date checked out | Price effective from | Koha item type | Public note |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| CEPT Library | CEPT Library | 27/02/2009 | 8 | 12 | 624.1821 NEG | 004676 | 25/11/2023 | 28/10/2023 | 30/08/2013 | Book | Comment:Reema Padia;Status:Catalogued |