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index of the reports of the bridge and structures standards committee

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INDEX OF THE REPORTS OF THE BRIDGE AND<br />

STRUCTURES STANDARDS COMMITTEE<br />

Alphabetical Index Of Subjects Bsc Ref Item No.<br />

Amendments to E07 575<br />

Batten Plates 37 404<br />

Steel Bridge Code, Camber 24 230<br />

Camber 32 334<br />

Compression Members <strong>and</strong> Lateral Bracings 32 337<br />

Depth/ Span Ratios for Girders 33 342<br />

Design <strong>of</strong> Plate Girders 24 224<br />

Edge Distance for Riveting <strong>and</strong> Bolting 47 545<br />

Effective Length <strong>of</strong> Compression Chords 35 368<br />

Effective Span, Working Stress 22 198<br />

Erection Stresses in Lateral bracings 23 212<br />

Existing Bridges 44 491<br />

Fabrication <strong>of</strong> Girders By Welding 25 234<br />

Fluctuations <strong>of</strong> Stresses 44 487<br />

Fluctuations <strong>of</strong> Stresses 45 499<br />

Incidence <strong>of</strong> Stresses Under Lateral Wind Loads 30 306<br />

Lateral <strong>and</strong> Portal Bracing’s 24 231<br />

Latticing 24 218<br />

Length Breadth Ratio <strong>of</strong> Compression Flange 35 367<br />

Longitudinal Loads 39 418<br />

Maximum Permissible Deflection 48 549<br />

Over Stresses in Bridges 29 288<br />

Permissible Bearing Pressure on RC Bed Blocks 32 333<br />

Permissible Stresses in Compression 26 255<br />

Permissible Stresses in Wrought Iron <strong>and</strong> Early Steel 29 289<br />

Plate Girder, Deck Type 26 245<br />

Portal Bracings 36 371<br />

Prestressing Open Web Girder 43 478<br />

Provision Issue 20 177<br />

Provisional Issue, Revision <strong>of</strong> 21 194<br />

Revision <strong>of</strong> Working Stresses in Wrought Iron 31 323<br />

Steel Bridge Code, Revision <strong>of</strong> E02 002<br />

Secondary Stresses 26 246<br />

Upper Chords <strong>and</strong> Rakers <strong>of</strong> Open Web Girder 29 284<br />

Wind forces on Bridges 26 247<br />

Working Stresses 37 394<br />

Working Stresses in Welded Joints 28 270<br />

Wrought Iron <strong>and</strong> Steel <strong>of</strong> Early Manufacture 26 257<br />

Steel Bridge Reduction in Cost <strong>of</strong> 1 001<br />

Steel Channel Sleepers for Bridges, Design <strong>of</strong> 54 625<br />

Class II, Chemical Composition <strong>of</strong> 41 446<br />

High Tensile for Bridge 13 93<br />

High Tension for Long Span Bridges 1 004<br />

Ordinary , IS 1762, Use <strong>of</strong> 42 465<br />

Steel Sleepers, Experimental for Plate Girders 31 311<br />

Steel Sleepers for BGML <strong>and</strong> MGML, Design <strong>of</strong> 45 506<br />

Bridges 54 625<br />

Plate Girders 31 311<br />

On Bridges 28 275<br />

Riveted to Girders, Loose Rivets 37 387<br />

Steel Structural, Draft IS Code for Consideration <strong>of</strong> 37 396<br />

Steel Structures Code, A&C Slip No. 2 31 316<br />

Adoption <strong>of</strong> IS Code in Supersession <strong>of</strong> E01 001<br />

Dynamic Effects on Gantries 34 354<br />

Latticing 24 218

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