index of the reports of the bridge and structures standards committee

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.