index of the reports of the bridge and structures standards committee

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INDEX OF THE REPORTS OF THE BRIDGE AND STRUCTURES STANDARDS COMMITTEE traffic. 455 Fixation of steel trough sleeper to bridge girders. 456 Design of pier and abutment for 18.3m (60 ft) BG ML standard span. 457 Design of unit type steel trestles for 24’384m (80 ft) BGML 458 Standard size of high service water tanks in metric dimensions. 459 Design of 76.2m (250 ft) BG ML standard open web girder span. 460 Design of plate girders of spans 12.2m (40 ft) and 18.3m (60 ft) BG ML standard. 461 Jacking arrangement to be provided in plate girders. Extra-Ordinary Meeting - December, 1961 1 IRS Code of Practice for concrete bridges (Draft). 2 Welding of rail joints on girder bridges. 3 IRS Pier and Abutment Code (Revised as Bridge Substructure Code). Forty-second Meeting - February, 1962 462 Revision of clause 5(c) of IRS Arch bridge Code permissible overstress in existing Arch bridges. 463 6,12,23(d) of IRS Bridge Rules and clauses 17 to 27 of road - rail bridge Code regarding roadway and footpath loads and impact allowances. 464 Provision of foundations for RCC box culverts. 465 Use of 'Ordinary Steel" to ISI draft specification for steel structures. 466 Water proofing arrangements over RCC slabs and prestress concrete bridges. 467 Different standard designs of RCC prescast slabs for fixed centers and variable track centers. 468 Design of funicular culvert under high fills. 469 Design of the ‘wafer’ type composite slab. 470 Alternative designs of 15ft span precast RCC slabs. 471 Additional landing in the staircase of foot-over bridge to allow for increase in height necessitated to suit the clearance required for 25 kv AC traction. 472 Design of pier and abutment for 18.3m (60ft) BGML standard span. 473 Design of 76.2 metres (250 ft) BGML standard open web girder spans. 474 Design of 31.9 metres (100ft) span BGML plate girder in metric units. 475 Standard designs of high service tanks. Extra-Ordinary Meeting - October, 1962 1 IRS Bridge Substructure Code (Draft ) 2 Welded rails on girder bridges. 3 Revision of clause 6 (e) of Bridges Rules and clause 21 of Rail-cum-Road Bridge Code regarding class AA Loading. Forty-third Meeting - May, 1963 476 To consider the clause 10 of the IRS Steel Bridge Code 1962 for revision as suggested by RDSO and to make recommendations regarding alternating stresses. 477 To consider item 444 of the 41st report regarding certain additions to clause 78 of the IRS welding Code and to make recommendations regarding end fillets. 478 To consider the revision of Appendix A- Rules for prestressing of OPen Web Girder Spans, of the IRS Steel Bridge Codein the light of the letter received from the Western Railway and to make recommendations. 479 To consider the Indian standard Specifications for steel , namely IS: 226 - 1962, is :
INDEX OF THE REPORTS OF THE BRIDGE AND STRUCTURES STANDARDS COMMITTEE 1977 - 1962 and IS: 2062 - 1962, to determine the conditions under which the three types of steel can be used for Civil engineering works and to make recommendations. 480 To consider the design of 91.4m (300ft) BGML through type span prepared by RDSO and to make recommendations. 481 To consider the design of 61m (200ft) BGML through type span prepared by RDSO and to make recommendations. 482 To consider the design of 12.2 m (40ft)composite RCC and steel girder BGML span and to make recommendations. 483 To consider the design of composite prestressed and plain concrete ‘wafer’ type slabs for 10 .2 m (33.5ft) road bridge, class a loading over two BG tracks prepared by RDSO and to make recommendations. 484 To consider the type and details of bearings to be used for prestressed concrete railway girder span and to make recommendations. 485 To consider the stadardization of the type and capacities of steam and diesel bridge traveling cranes for Broad gauge and Metre Gauge and to make recommendations. Forty-fourth Meeting - March, 1964 486 Bridge Rules - revised draft incorporating metric units and certain additions and amendments. 487 Amendment to clause 10 of IRS Steel Bridges Code 1962 relating to fluctuation of stresses for welded construction . 488 Welding of rail joints on girder bridges without ballasted floors 489 Strength of bridges for running the present and future builds of diesel and electric locomotives. 490 Design of substructures in steel for inclusion in the bridge substructure Code. 491 Amendment to clause 24(3.20) of Steel Bridge Code. 1962 - existing bridges 492 Seismic and longitudinal forces for the design of bridges. 493 Use of blast furnace slag cement. 494 Design of 91.4m (300 ft) span BGML standard. 495 Design of wafer type composite slab. 496 Reinforced concrete pipes. 497 Fixing rails to mild steel through sleepers. 498 Replacement of existing bed blocks. Forty - fifth Meeting - February, 1965 499 Revision of clause 3.6 of IRS Steel Bridge Code- 1962- fluctuations of stress (fatigue). 500 IRS B-162 - additions and amendments to certain clauses. 501 Deflection in shallow depth plate girders. 502 Specification for grouting of post-tensioned prestressed concrete girders. 503 Earthquake resistant design of bridge structures. 504 Design of 30.5m (100’) BG ML underslung girders. 505 18.3m span BG ML emergency girder. 506 Design of steel through/channel sleepers for BG and MG ML standard. 507 Plate girder bridges on curves. 508 Design of PSC composite slab for road over bridge. 509 Design of RCC `intze’ type tanks. 510 Tunneling equipment. 511 Dimensions in metric units for future standard bridge girders. 512 Permissible tensile stress at construction joints of mass concrete structures. 513 Longitudinal and lateral distribution of railway live loads.
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