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 329 Permissible stresses in compression flanges of plate girders and beams in structures other than bridges. 330 Longitudinal run of f frames at the approaches of girder bridges. 331 Permissible shear stress in web plates and in rivet of bridge girders built in mild steel and in high tensile steel. 332 The limits of overstress in end cross girders and connection during jacking up of truss spans for purposes of maintenance 333 Permissible bearing pressures on RC bed blocks with reference to 303 of the 30th report. 334 Amending item (a) (1) of appendix A of the Steel Bridge Code regarding the load to be applied for deriving the stress camber change in view of sub-paragraph 2 of clause 46 of the Code having been amended. 335 Cover in RC pipe culverts with reference to clause 19 of the Steel Bridge Code. 336 Amendments to clauses 2 (b) (1), 3,5,6 and 7 (c) of the Arch bridge Code- regarding vertical loads of the Arch, horizontal loads on the arch shape and effective length of arch ring and analysis of stresses in arch ring. 337 Revision of clauses 39 (c) and 41 of the Steel Bridge Code regarding compression members and lateral bracings. 338 Revision of clause 21 of the steel structures Code regarding the stresses under combined, compression and bending 339 Revision of clauses 79 (b) and 83 of the IRS welding Code with reference to fillet welded joints. 340 Metallizing of bridge and structural members with reference to item 301. Thirty-third Meeting - November, 1952 341 Permissible stresses for various species of timber. 342 Inclusion of a clause specifying depth/span ratios for railway bridge girder spans in the Steel Bridge Code. 343 Revision of clause in IRS steel structures relating to live load with a view to effect economy in the use of material. 344 Revision of clause 12 of the IRS steel structures Code relating to wind pressures on buildings. 345 Draft clauses on torsion for incorporation in the reinforced concrete Code. 346 Revision of the clauses in the Pier and Abutment Code relating the earth pressures on the abutments. 347 Standard method for deriving the safe bearing pressures on piles. 348 Standard loading for 2’-6” gauge with reference to item 286 of the 29th report. 349 150 ft BG ML Standard Span. 350 Standard drawings for reinforced concrete arch bridges. Thirty-fourth Meeting - November, 1953 351 Impact effect on small span masonry arch bridges under restricted speeds. 352 Permissible overstresses in the masonry of piers and abutments. 353 Revision of clause 12 in the piers and abutments Code relating to angle of repose. 354 Revision of clause 8 (a) (ii) of the Steel Structures Code relating to the dynamic effects on crane girders gantries and runways. 355 Revision of clause 11(b) of the Steel Structures Code relating to the wind loads on multiple span roofs. 356 Alternative method of providing super - elevation on girder bridges on curves. 357 Limiting the span /depth ratio for RC Beams & Slabs. 358 Rational method for ascertaining the strength of the exiting arch bridges and modifications to clause 5(C) of the arch Bridge Code.
INDEX OF THE REPORTS OF THE BRIDGE AND STRUCTURES STANDARDS COMMITTEE 359 Values of punching shear in the Reinforced Concrete and Plain Concrete Codes. 360 Drawings of precast prestressed concrete foot over bridge spanning over two BG tracks. Thirty-fifth Meeting - November, 1954 361 Revision of scantlings in IRS type platform shelters. 362 Adoption of asbestos cement gutters for passanger platform shelters as an alternative to galvanised Iron sheet gutters. 363 Alternative method of supporting the skew girder spans. 364 Adoption of ex-east Indian Railway type RC slabs as an alternative to IRS slabs. 365 Revision of clause 9 of the pier and abutment Code, regarding the surcharge due to highway loads for the design of abutments. 366 Impact factors on masonry - piers and trestles. 367 Revision of clause 13(a) and 32 of the Steel Bridge Code relating to the ratio of the length of breadth of compression flanges of plate girders and beams 368 Revision of clause 22(a) (c) of the Steel Bridge Code regarding the effective length of compression chords of flanges or girders of semi-through type spans or of through type spans without top lateral bracing. 369 Revision of clause 20 of the reinforced concrete Code regarding the working stresses in reinforcement Thirty-sixth Meeting - February, 1956 370 Advantages of aluminium corrugated sheets for roofing purposes. 371 Clause 43 of the Steel Bridge Code regarding portal bracing. 372 Economical design for road over bridges. 373 Typical designs of wing walls. 374 Draft clauses on prestressed concrete construction which will form a supplement to the IRS Code of Practice for reinforced concrete. 375 Acceptable standards of welds as revealed by radiographs both in the case of welds subjected to full permissible stress and those subjected to 66-2/3 per cent of full permissible stress. 376 Welding of flange plates to rolled steel joints for bridge girders. 377 Standard design of RC slabs. 378 Drawings of 20 ft BG ML span or reinforced concrete T beam. 379 Suitable clauses for determination of the effective length and permissible stresses in compression members of rigid frames subjected to reversal of stress in the same flange within two points of lateral restraints. 380 Value of wind pressures on passenger platform shelters. 381 Drawings of 100 ft MG ML and BG ML through type truss spans. 382 Providing expansion joints in long IRS Platform roofs. 383 Water pressure on piers in deep water and to suggest modification to clause 13 of the Pier and Abutment Code. 384 Use of steel sleepers on bridges. 385 special precautions if any for anchoring girders on gradients. Thirty-seventh Meeting - March, 1957 386 Standardisation of the sizes and heights of tank stagings. 387 Changing loose rivets in steel trough sleepers. 388 Water pressure on deep piers. 389 IRS designs of bridge slabs 390 British experiments on passenger platform roofs. 391 Trial reports on asbestos cement gutters.
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