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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 />

Extra-Ordinary Meeting - June, 1970<br />

574 Revision <strong>of</strong> IRS Draft Welded Bridge Code.<br />

Extra-Ordinary Meeting - January, 1971<br />

575 IRS Steel Welded Bridge Code<br />

Fifty-first Meeting - April, 1971<br />

576 Design <strong>of</strong> ballastless RCC slab for spans <strong>of</strong> 0.61m, 0.763m & 0.915m for BGML<br />

st<strong>and</strong>ard loadings.<br />

577 Provision <strong>of</strong> surface reinforcement in plain concrete <strong>structures</strong>.<br />

578 Impact allowances to be considered in <strong>the</strong> design <strong>of</strong> substructure <strong>of</strong> slab <strong>bridge</strong>s<br />

not provided with bed blocks.<br />

579 Design <strong>of</strong> skew slabs.<br />

580 Review <strong>of</strong> <strong>the</strong> provision <strong>of</strong> clauses 17.4 <strong>and</strong> 17.5 <strong>of</strong> <strong>the</strong> IRS Substructure Bridge<br />

Code.<br />

581 To review <strong>the</strong> provisions made in clause 16 <strong>of</strong> <strong>the</strong> IRS Substructure Code.<br />

582 Review <strong>of</strong> provision <strong>of</strong> clauses 6.23.1.1 <strong>and</strong> 5.23.1.5 <strong>of</strong> <strong>the</strong> IRS Concrete<br />

Bridge Code.<br />

583 Revision <strong>of</strong> clauses 25.1 <strong>and</strong> 25.2 <strong>of</strong> <strong>the</strong> IRS Bridge Substructure Code <strong>and</strong><br />

clause 12.1 <strong>of</strong> <strong>the</strong> IRS Arch Bridge Code.<br />

584 Withdrawal <strong>of</strong> IRS Liquid Retaining R.C. Structures Code <strong>and</strong> adoption <strong>of</strong><br />

relevant IS: Codes.<br />

585 Use <strong>of</strong> elastomeric pads for bearings <strong>of</strong> railway <strong>bridge</strong>s.<br />

586 Review <strong>of</strong> <strong>the</strong> provisions <strong>of</strong> clause 9 <strong>of</strong> <strong>the</strong> IRS Bridge substructure Code.<br />

587 Frictional Resistance <strong>of</strong> Expansion Bearings.<br />

588 Foot over <strong>bridge</strong>s - Limit <strong>of</strong> deflection.<br />

589 High Strength friction grip bolts.<br />

590 Welded platform ro<strong>of</strong>s.<br />

591 Longitudinal forces to be considered in <strong>the</strong> design <strong>of</strong> narrow gauge <strong>bridge</strong>s.<br />

Fifty-second Meeting - April, 1972<br />

592 MG-BG Conversion - Designs <strong>of</strong> plate girders for BG ML loading utilising<br />

st<strong>and</strong>ard MG ML plate girders <strong>of</strong> spans <strong>of</strong> 6.1m, 9.15m, 18.3m, 24.4m <strong>and</strong><br />

30.5m.<br />

593 MG-BG Conversion - Design <strong>of</strong> open web girders for BGML loading utilising<br />

MGML open web girders <strong>of</strong> spans 30.5m <strong>and</strong> 45.7m.<br />

594 MG-BG conversion - Design <strong>of</strong> 22.86m dia 3 point support MG-BG turn table.<br />

595 Provision <strong>of</strong> covering for road under <strong>bridge</strong>s in urban areas.<br />

596 Wea<strong>the</strong>ring Steel - Design <strong>of</strong> plate girder <strong>of</strong> span 12.2m for BGML loading.<br />

597 Provision <strong>of</strong> oil bath, bearings for <strong>bridge</strong> girders.<br />

598 Design <strong>of</strong> flood lighting towers.<br />

599 Revised main line st<strong>and</strong>ards <strong>of</strong> Railway loading (Liveload) for Metre Gauge.<br />

600 Design <strong>of</strong> RCC pipe <strong>of</strong> 250 mm dia.<br />

601 Specification for grouting <strong>of</strong> ducts in post-tensioned prestressed concrete<br />

construction.<br />

Fifty-third Meeting - March, 1973<br />

602 Use <strong>of</strong> precast RCC bed blocks with resin bonding.<br />

603 Use <strong>of</strong> deformed high strength bars in railway <strong>bridge</strong>s.

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