index of the reports of the bridge and structures standards committee

INDEX OF THE REPORTS OF THE BRIDGE AND
STRUCTURES STANDARDS COMMITTEE
deck type spans.
246/6 Revision of clause 5 of Steel Bridge Code -secondary stresses.
247/7 Revising clause 63 of the Steel Bridge Code experience of the destruction of
the new chester bridge over Mississippi river due to overturning by wind.
248/8 Design and calculations for 155 ft effective span BG ML loading and also with
steel trough flooring prepared by the BB & CI railway.
249/9 Justification of a revised formula for the longitudinal distribution of loads on
bridges to cover steel troughing or beam running transversely to the track and
supporting the rails directly.
250/10 Justification for ignoring buoyancy in determining the pressure on the base of a
well founded in impermeable cohesive strata.
251/11 On the supplement to the Pier and Abutment Code.
252/12 British Standard Code of Practice CP.4, 1944 Chapter V-Loading.
253/13 Draft clauses of Code of Practice for combined rail road Bridges drawings of
common deck bridges submitted by railways revising the present rules for
allocation of cost of combined rail-road bridges.
254/14 Further tests made on beams with reference to item 5 of the 25th report.
255/15 Appendices (B&C of Steel Bridge Code * (A&B) of Steel Structures Code
regarding curves showing permissible stresses in mild/ high tensile steel
compression members and compression flanges of beams and plate girders
256/16 Camber to be given to the floor system of triangulated girder spans.
257/17 Wrought iron and mild steel of early manufacture clause 12 of the Steel Bridge
Code.
Twenty - seventh Meeting- November, 1946
258/1 Draft Code of Practice for combined road and rail bridges.
259/2 Overall lengths of turntables required for ML and BL engines broad gauge and
Metre Gauge and standard `C’ engines Metre Gauge for the centrally pivotted type.
260/3 Draft supplement to the reinforced concrete Code for the construction of
reinforced concrete structures for the storage of liquids.
261/4 Railway Board’s orders on item 8 of the 26th Bridge Standards Committee Report
regarding designs of trough floored spans.
262/5 Regarding (i) the proportion of spans to be subjected to a full scale load and (ii)
the magnitude of the test load to be applied.
263/6 Composite action spans obtained from the institute of engineers, Australia.
264/7 Design of battened struts.
265/8 Revising Appendices A and B of the Steel Structures Code.
266/9 Regarding common deck bridges.
267/10 Revised draft of clause 17 of the Bridge Rules and clauses 9 and 10 of the
steel structures Code- wind load and other lateral loads.
268/11 To peruse letter from the British Welding Research association, London, of a
tension member subjected to vibration.
Twenty-eighth Meeting- February, 1948
269 Designs of 30 ft and 40 ft riveted type goods sheds.
270 Revision of clause 53 of the Steel Bridge Code- Working stresses in welded
joints.
271 Designs for a 155 ft open deck span with reference to board’s orders on item 261
of the 27th report trough deck 155 ft span based on the original BB&CI Railway
design.
272 Drawing of platform roof at broach regarding the design of (a) steel and (b)
reinforced concrete roofs with the steel work suspended below the structural
members and (ii) regarding the standardisation of single cantilever type roofs for