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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<br />

Code to Incorporate <strong>the</strong> Effects <strong>of</strong> Differential<br />

Shrinkage Between Precast Unit <strong>and</strong> in - Situ Concrete<br />

in <strong>the</strong> Case <strong>of</strong> Prestressed Concrete Composite<br />

Bsc Ref Item No.<br />

Construction <strong>and</strong> to make Recommendations,<br />

Amendment to.<br />

Clause 4.5 <strong>of</strong> IRS Concrete Bridge Code to 66 793<br />

Incorporate <strong>the</strong> Use <strong>of</strong> Admixtures in Cement<br />

Concrete for Bridge Works.<br />

Clause 5.10 <strong>and</strong> 6.0 <strong>of</strong> Bridge Substructure <strong>and</strong><br />

Foundation Code Regarding Buoyancy <strong>and</strong> Foundation<br />

Design Criteria, Amendment to..<br />

66 797<br />

Clause 6.6.4.8 <strong>of</strong> IRS Concrete Bridge Code to 66<br />

specify Permissible Stress in Prestressed Concrete<br />

794<br />

Members While Considering Seismic forces,<br />

Amendment to.<br />

Clause 6.9.2.5 <strong>of</strong> IRS Concrete Bridge Code ,<br />

Amendment to.<br />

66 800<br />

Clauses 2.8 <strong>and</strong> 3.4 <strong>of</strong> Bridge Rules , Amendment to. 66 799<br />

Para 5.0 "Pipes" <strong>of</strong> Table Under Sub Clause 2.3.4.1 <strong>of</strong> 66 791<br />

Bridge Rules Regarding Design Live Loads for Pipe.<br />

Angle <strong>of</strong> Repose 34 353<br />

ARC Welding 13 89<br />

Code 16 117<br />

For Bridge Streng<strong>the</strong>ning Applications <strong>of</strong> 7 42<br />

Of Riveted Joints, Experimental Work 15 109<br />

On Structural Members 18 150<br />

Arch Bridge <strong>and</strong> RC Box Culverts, Design <strong>of</strong> 19 156<br />

Arch Bridge Code, Ascertaining <strong>the</strong> Strength <strong>of</strong> Existing 34 358<br />

Bridges<br />

Design <strong>of</strong> Return <strong>and</strong> Wing Walls 41 453<br />

Earth Pressure 56 658<br />

Loads <strong>and</strong> Stresses in Arches 32 336<br />

Overstress 21 192<br />

Permissible Overstress 42 462<br />

Revision <strong>of</strong> 32 95<br />

Working Stresses 51 583<br />

Arch Bridge Design Aspects for 29 278<br />

Arch Bridge Keys At <strong>the</strong> Crown 17 127<br />

ARCH Bridge Masonry, Design <strong>of</strong> 4 23<br />

Design <strong>of</strong> 15 106<br />

Design <strong>of</strong> 17 135<br />

Designs, BG, MG 19 157<br />

Jacketting <strong>of</strong> 54 627<br />

Rules for 4 22<br />

Small Spans Impact Factor 34 351<br />

Testing <strong>and</strong> Rating <strong>of</strong> 56 656<br />

Testing <strong>and</strong> Rating <strong>of</strong> *E08 619<br />

Arch Bridge Plain Concrete, 30 Ft, Design <strong>of</strong> 37 400<br />

Reinforced Concrete, St<strong>and</strong>ard Drawings for 33 350<br />

Testing <strong>and</strong> Rating <strong>of</strong> St<strong>and</strong>ardisation <strong>of</strong> Procedure E08 619<br />

Economy <strong>of</strong> Design In 41 453<br />

Asbestos Cement Gutters, Trial Reports 37 391<br />

B<br />

Back Fill Relief in Pressure Due to Non Cohesive Wedge 38 407

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