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 Forty- sixth Meeting - November, 1966 514 Design of 30.5, 12.2 and 9.15 metre span MG ML standard riveted plate girders. 515 Design of 30.5m span MG ML standard underslung girders. 516 Design of 6.1m span BGML standard welded plate girders. 517 Design of 6.1m span MGML standard welded plate girders. 518 30.5m span (maximum) open web BG ML standard emergency girder. 519 Design of goods shed by plastic theory. 520 Welded platform roof (10.65 m wide bays) 521 3 x 45.7m span ( 4 x 150 ft) BG ML standard continuous open web girder with composite and concrete stringers. 522 Longitudinal load distribution in slab bridges with 8 in. Cushion. 523* Seismic forces to be considered in the design of railway bridges. 524 Painting of girder bridges. 525 Rules for the effect of increased longitudinal forces due to running of diesel/electric locos on existing bridges and rules for the design of new bridges and substructures. 526* Clause 2.5.2(b) of the Bridge Rules regarding the assumptions of the height above rail level of the horizontal load due to centrifugal forces in case of MG rolling stock. 528* Report on deformation stresses in Brahmaputra bridge. 529 Replacement of existing bed blocks with cast-in-situ bed blocks. 530 12.2m span composite RCC and steel girder BG ML standard. 531 30.5m span composite RCC and steel open web girder, BGML standard. 532 Effects of diesel and electric traction of structures of bridges (BG) Extra-Ordinary Meeting - November, 1966 1/527 Guard rails on girder Bridges. 2/532 Longitudinal forces : effect of diesel /electric traction on substructure of bridges- B.G. Forty- seventh Meeting – April, 1967 523 Seismic forces to be considered in the design of railway bridges. 526 Clause 2.5.2(b) of the Bridge Rules regarding the assumption of the height above rail level of horizontal load due to centrifugal forces in case of MG rolling stock. 528 Report of deformation stress in brahmaputra bridge. 533 Test of tensile strength of masonry. 534 Use of rubber pads on steel sleepers. 535* Use of welded structures. 536* Use of IRS plate girders on curves. 537* Specification for grouting of ducts. 538 Pipe pushing in embankments. 539 Effect of rolling tolerances in the design and detailing of bridge girder spans. 540* Use of new design prepared by RDSO. 541* Tension in concrete for PRC girders under test loads. 542 Provision of web holes in abutments 543 End beams of precast RCC bridge slabs and T beams. 544 Use of steel to is-2062 and is-226. 545 Edge distance for riveting and bolting – clause 7.5 of IRS Steel Bridge Code – 1962. 546 Bridge sleepers formed by bolting to tracks sleepers. 547* Design of good shed using butterfly type roof.
INDEX OF THE REPORTS OF THE BRIDGE AND STRUCTURES STANDARDS COMMITTEE 548* 12.2m (40 ft) composite RCC and steel girder BGML span. * Deleted from the report as these were not discussed and proposed to be taken up in the next meeting Forty-eighth Meeting – March, 1968 535 Use of welded structures. 536 Use of IRS plate girders on curves 537 specification for grouting of ducts. 540 Use of new designs prepared by RDSO. 541 Tension in concrete for PRC girders under test loads. 547 Design of goods shed using butterfly type roof. 548 12.2m (40ft) composite RCC and steel girder BGML span. 549 Maximum permissible deflection clause 4.17 of IRS Steel Bridge Code. 550 Clause 2.3.1 note 1 of Bridge Rules-live load. 551 Substructure- permissible stresses. Forty-ninth Meeting – January, 1969 552 Effect of longitudinal forces on substructures of bridges due to diesel/ electric traction. 553 Greasing of phosphor bronze bearings. 554 Replacement of existing bed blocks with cast-in –situ. 555 Under –drilling by fabricators of holes meant for turned bolts and remaining them at site after assembly. 556 Use of sealing paste for hot riveting. 557 Elimination of secondary stresses in the truss girder. 558 Spacing of bridge timbers at rail joints. 559 Use of deformed high strength bars in structures to carry railway loading and other dynamically loaded structures. 560 Design of bearings plates to be used on bridge girders 561 Pipe pushing in railway embankments. 562 RCC pipe of 250 mm dia - standardization of . Fiftieth Meeting - February, 1970 563 Effect of commission of sway bracings in through girder spans. 564 Design of ballastless RCC slabs for spans of 0.61, 0.915m. 565 Substructures submerged in water-reduction in permissible stresses. 566 Permissible tensile stresses at construction joints of mass concrete structures. 567 Revision of clause 27.1 of IRS bridge substructure Code to provide for impact forces. 568 Design of foundation on rock with the resultant passing beyond the middle third of the base. 569 Bearing plates and fastenings to be used on bridge girders. 570 Design of road bridges. 571 Design of single angle discontinuous struts in open web girder. 572 Calculated camber under dead load in open web girders. 573 Seismic forces to be considered in the design for railway bridge and structures.
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