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 392 Provision of expansion joints in long IRS platform. 393 Longitudinal forces on the design of substructures for RC slab top opening. 394 Steel bridge Code 395 (a) Introduction of 22.5 ton axle load bogie wagons impact factor applicable and impact factor applicable to single engines on large spans. 396 Indian standard Code of Practice for the use of structural steel in general building construction. 397 Clause 19 of the Bridge Rules, regarding wind and other lateral loads. 398 Design of RCC platform shelters. 399 Typical design of abutment for 40 ft span. 400 Typical design of 30 ft plain concrete arch span. 401 BG ML standard 250 ft span single track. 402 MG ML standard 250 ft span double track. 403 Continuous girder over 3 x 60’ spans. 404 Clause 39 (d) the Steel Bridge Code regarding batten plates. Extra-Ordinary Meeting - November, 1957 1 IS Code of Practice for the use of structural steel in general building construction - adoption in suppression of IRS Steel Structures Code. 2 IS Code of Practice for structural safety of buildings: loading standards -adoption of . 3 IS Code of Practice for design of steel bridges carrying rail, road or pedestrian traffic - adoption of . 4 Criteria for design of prestressed concrete bridges and structures .(IRS Reinforced Concrete Code). Thirty eighth Meeting - February, 1958 405 Wind tunnel tests on platform shelters. 406 Loading test for the design of purlins. 407 Back fill for abutments. 408 Steam effect on bridge girders to incorporate suitable clauses in the Bridge Rules. 409 Hand book of bridge and structural designs. 410 Conversion of clear span distances, pier centers and overall lengths into metric units. 411 Drawings of loco sheds. 412 The design by RDSO for BG ML standard 200 ft span. 413 The design by RDSO for MG ML standard 200 ft span. 414 Drawings of 100 ft span underslung type BG ML standard. 415 IRS design of bridge slabs for 12 span with alternative designs. 416 Design of steel tank stagings. 417 Painting schedules. Thirty ninth Meeting - February, 1959 418 Modifications to the Steel Bridge Code and Bridge Rules. 419 Withdrawal of IRS Code of Practice for the design of construction of earthquake resistance buildings and structures. 420 Introduction of designed concrete mixes prepared by the director Research, railway testing and Research center. 421 Modified design of triangulated purlin. 422 Drawings for 20 ft BG ML span of reinforced concrete `T’ beams. 423 Design of 100 ft span BG ML standard with welded floor system. 424 Design of 150 ft MG ML standard span.
INDEX OF THE REPORTS OF THE BRIDGE AND STRUCTURES STANDARDS COMMITTEE 425 Design of RCC tank and staging for 50,000 gallons capacity. 426 Design of 80 ft plate girder. 427 100 ft span underslung type BG ML standard. Fortieth Meeting - February, 1960 428 Deletion of formula d = L 2 /KD inches for permissible static deflection from the Chapter 11 of the rules of the opening of railway, or a section of railway for public carriage of passengers. 429 Values of permissible static deflection for PC girders. 430 Desirability of providing safety refuges on the girder bridges at suitable distances. 431 Load factor for structure designed according to the plastic theory. 432 Revision of clause 49 of the IRS Specification B-1-47 regarding weight of the fabricated structures for the purpose of payment. 433 Loosening of rivets fixing the steel trough sleepers to girder bridges. 434 Water proofing arrangements, etc. in the PRC bridges. 435 Clause 15 of the IRS pier and abutment Code regarding conditions of stability. 436 Cover of constructional concrete in reinforced concrete and prestressed concrete structures. 437 Spacing of girders. 438 IRS plain concrete Code regarding working stress. 439 20 ft PRC slab BG ML and MG ML standard. 440 `T’ beam for the foot over bridges. 441 100 ft span under slung type MG ML. 442 Replacement of existing rocker bearing with the roller type with provision of one link bar for 150 ft MG ML span. Extra-Ordinary Meeting - November, 1960 1 IS Code of Practice for Steel Bridges with modifications where necessary for use on railways. 2 Revised IRS Steel Bridge Code. Forty- first Meeting - March, 1961 443 Racking forces for multiple track bridges. 444 Additions to clause 78 of IRS welding Code with reference to the use of welds at the edges of a plate for a section in members subject to dynamic loading. 445 Revision of rule 27 of IRS bridge rules for the seismic allowance. 446 Inclusion of the chemical composition for class II steel in the IRS Specification No. M-5. 447 Second wind tunnel test report to suggest wind pressures. 448 Revision of clause No. 13 of IRS pier and abutment Code regarding water and wind pressures. 449 Clause 8 of the Pier and Abutment Code in regard to the Provision to be made for stresses in the piers and abyutments on account of resistance of fered by the bearings to movements due to temperature other causes. 450 Use of rapid hardening cement for the replacement of existing bed blocks, with new cement concrete cast in situ bed blocks. 451 Inclusion of 2” size aggregate in clause 9 (d) of IRS RC Code. 452 Revision of the criteria for the design of prestressed concrete bridges and structures. 453 Revised draft IRS Arch bridge Code clauses 11 and 12 regarding design of return and wind walls and economy in arch bridge design. 454 Standardising the equipment emergency purposes to enable quick restoration of
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