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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 />

Sixtieth Meeting - April, 1981<br />

707 Design <strong>of</strong> precast RCC-T girders to RBG loading.<br />

708 Design <strong>of</strong> prestressed concrete Bridge Slabs <strong>of</strong> 5m span.<br />

709 Design <strong>of</strong> precast prestressed (pre-tensioned type) I- girders <strong>of</strong> Rationalised<br />

spans.<br />

710 Design <strong>of</strong> RCC overhead Tanks with capacity 50, 100 <strong>and</strong> 250 litres.<br />

711 Riveted & welded plate girders for rationalised spans.<br />

712 Roller & rocker Bearings for composite girder/ spans.<br />

713 Racking forces for design <strong>of</strong> Bridge girders.<br />

714 Limit State Design.<br />

715 Measurement <strong>of</strong> Velocity Scour etc. at major <strong>bridge</strong>s.<br />

716* Amendment to criteria for structural design <strong>of</strong> microwave antenna towers selfsupporting<br />

type.<br />

717* To discuss provisions in Bridge Rules regarding wind pressure on <strong>bridge</strong> girders.<br />

718* Amendment to clauses relating to use <strong>of</strong> HSFG bolts in towers.<br />

719* Wind pressure coefficients for design <strong>of</strong> platform ro<strong>of</strong> shelters.<br />

720* Amendment to clause 2.3.4 <strong>of</strong> IRS Bridge Rules<br />

721* Amendment to clause 3.4 <strong>of</strong> IRS Bridge Rules.<br />

722* Review <strong>of</strong> action on pending items <strong>of</strong> earlier BSC meetings.<br />

Extra-Ordinary Meeting -Dec. 1981<br />

723 St<strong>and</strong>ard <strong>of</strong> loading MGML (revised)<br />

724* Manual <strong>of</strong> instruction for Railway affecting work.<br />

Sixty - first Meeting-July, 1982<br />

716* To consider amendments to criteria for structural design <strong>of</strong> microwave antenna<br />

towers self-supporting type.<br />

717* To discuss provisions in Bridge Rules regarding wind pressure on <strong>bridge</strong> girders.<br />

718* To discuss amendments to Clauses relating to use <strong>of</strong> HSFG bolts in towers.<br />

719* Wind pressure coefficients for design <strong>of</strong> platform ro<strong>of</strong> shelters.<br />

720* To consider revision <strong>of</strong> clause 2.3.4.1 & amendments to Clause 2.3.4.2 <strong>of</strong> <strong>the</strong><br />

IRS Bridge Rules.<br />

721* Amendment to Clause 3.4 <strong>of</strong> IRS Bridge Rules.<br />

722* Review <strong>of</strong> action on pending items <strong>of</strong> earlier BSC meetings.<br />

724* To consider amendment to clause 2.8 <strong>of</strong> IRS Bridge Rules for incorporating<br />

consideration <strong>of</strong> two & three spans loaded conditions for checking <strong>the</strong> stability <strong>of</strong><br />

piers <strong>and</strong> abutments having roller/rocker <strong>and</strong> sliding bearing.<br />

725 To consider revision <strong>of</strong> clauses 6.6.4.10, 6.17 <strong>and</strong> 6.19.4 <strong>of</strong> IRS CONCRETE<br />

BRIDGE CODE.<br />

726 To consider <strong>the</strong> proposed amendment to clause 6.9.2.5 <strong>of</strong> IRS Concrete Bridge<br />

Code regarding load factor for checking <strong>the</strong> condition at failure.<br />

727 To consider <strong>the</strong> amendment to clause 6.19.3 <strong>of</strong> IRS CONCRETE BRIDGE CODE<br />

regarding distribution, temperature <strong>and</strong> shrinkage reinforcement.<br />

728 To discuss revised provisions for design <strong>of</strong> compression members in microwave<br />

towers.<br />

729 To consider revision <strong>of</strong> clause 5.10.2 <strong>and</strong> Table X <strong>of</strong> IRS Steel Bridge Code.<br />

730 To examine <strong>the</strong> provision <strong>of</strong> horizontal stiffeners for solid web girders vide clause<br />

no.5.10.3 <strong>of</strong> IRS Steel Bridge Code for <strong>the</strong> amendment.<br />

731 To consider revision <strong>of</strong> clause 3.3.7 to 3.3.9 <strong>and</strong> Appendix 'A' <strong>of</strong> IRS Steel<br />

Bridge Code.<br />

732 To consider revision <strong>of</strong> clause 3.6.3 <strong>and</strong> 3.6.4 <strong>of</strong> IRS Steel Bridge Code.<br />

733 Computation <strong>of</strong> secondary stresses in open web girders.

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