index of the reports of the bridge and structures standards committee

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.