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index of the reports of the bridge and structures standards committee

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INDEX OF THE REPORTS OF THE BRIDGE AND<br />

STRUCTURES STANDARDS COMMITTEE<br />

Seventeenth Meeting – February /March, 1937<br />

121/1 St<strong>and</strong>ard Specification for concrete construction o<strong>the</strong>r than reinforced concrete<br />

construction<br />

122/2 Sleeper pad plates made.<br />

123/3 Rule 20 <strong>of</strong> <strong>the</strong> Bridge Rules, 1933 regarding design load for lateral Bracings to<br />

<strong>the</strong> track floor system.<br />

124/4 Dynamic effects on crane gantries <strong>and</strong> runways.<br />

125/5 Method <strong>of</strong> prestressing girders.<br />

126/6 Distance apart <strong>of</strong> main girders in relation to <strong>the</strong> gauge in Metre Gauge <strong>bridge</strong>s<br />

<strong>and</strong> <strong>the</strong> requisite strength <strong>of</strong> sleepers.<br />

127/7 Keys in <strong>the</strong> Arches at <strong>the</strong> crown.<br />

128/8 Empirical formula for working stresses in old wrought iron <strong>structures</strong>.<br />

129/9 Minimum cylinder strength requirements <strong>of</strong> concrete for special grade concrete<br />

<strong>and</strong> ordinary <strong>and</strong> high grade concretes.<br />

130/10 Clause 11 (1)(A) (b)(i) <strong>of</strong> <strong>the</strong> Bridge Rules amended regarding impact effect.<br />

131/11 Three alternative designs <strong>of</strong> 'K' type web system for truss spans.<br />

1321/12 Best outline <strong>of</strong> truss girder spans<br />

133/13 Test carried out on reinforced concrete slab designed by <strong>the</strong> BB <strong>and</strong> CI Railway.<br />

134/14 Suitable diameters for pipe culverts <strong>and</strong> method <strong>of</strong> jointing.<br />

135/15 St<strong>and</strong>ard designs <strong>of</strong> masonry Arched <strong>bridge</strong>s.<br />

136/16 Features dimensions <strong>of</strong> st<strong>and</strong>ards designs <strong>of</strong> masonry <strong>bridge</strong> foundations, piers<br />

<strong>and</strong> abutments <strong>of</strong> girder <strong>bridge</strong>s <strong>of</strong> st<strong>and</strong>ard span.<br />

137/17 Design <strong>of</strong> reinforced concrete beams in accordance with item 8 <strong>of</strong> <strong>the</strong> report <strong>and</strong><br />

draft explanatory notes on <strong>the</strong> use <strong>of</strong> <strong>the</strong>se charts.<br />

138/18 St<strong>and</strong>ardisation <strong>of</strong> plate girder through type spans <strong>of</strong> 40 ft <strong>and</strong> over.<br />

Eighteenth Meeting - January, 1938<br />

139/1 St<strong>and</strong>ard Specification for concrete construction o<strong>the</strong>r than reinforced concrete<br />

construction.<br />

140/2 IRS Code <strong>of</strong> Practice for <strong>bridge</strong> <strong>and</strong> structural design employing high tensile steel<br />

.<br />

141/3 Design <strong>of</strong> suitable type <strong>of</strong> sub-structure, i.e. Abutment walls, foundations, for<br />

st<strong>and</strong>ard reinforced concrete slab top openings.<br />

142/4 Dimensions, etc. <strong>of</strong> st<strong>and</strong>ard designs <strong>of</strong> masonry <strong>bridge</strong> foundation, piers <strong>and</strong><br />

abutments <strong>of</strong> girder <strong>bridge</strong>s <strong>of</strong> st<strong>and</strong>ard spans.<br />

143/5 Modified type <strong>of</strong> expansion rocker bearing for lattice girder <strong>bridge</strong>s.<br />

144/6 St<strong>and</strong>ard designs <strong>of</strong> water tank stagings.<br />

145/7 Range <strong>of</strong> spans for reinforced concrete slab top <strong>bridge</strong>s <strong>and</strong> recommendations<br />

regarding st<strong>and</strong>ardisation.<br />

146/8 Designs <strong>of</strong> reinforced concrete pipe culverts <strong>and</strong> recommendations regarding<br />

st<strong>and</strong>ardisation.<br />

147/9 Prestressing <strong>of</strong> lattice girder <strong>and</strong> some recommendations for design.<br />

148/10 Results <strong>of</strong> experiments made on rubber pads, <strong>and</strong> cast iron pads.<br />

149/11 Revision <strong>of</strong> clauses 12 <strong>and</strong> 13 <strong>of</strong> <strong>the</strong> IRS Code <strong>of</strong> Practice for <strong>the</strong> design <strong>of</strong><br />

structural steel work than <strong>bridge</strong>s carrying rail or road traffic 1936.<br />

150/12 Experiments on <strong>the</strong> effects <strong>of</strong> arc welding on to structural members already under<br />

stress.<br />

151/13 Drawing no. B-3030 <strong>of</strong> st<strong>and</strong>ard pr<strong>of</strong>ile <strong>of</strong> 350 feet span high tensile steel truss<br />

girder<br />

152/14 Revise clause 17 <strong>of</strong> <strong>the</strong> Bridge Rules regarding bending stresses.<br />

153/15 Economics obtained by shop welding parts <strong>and</strong> secondary members in New girder<br />

construction.<br />

154/16 Application <strong>of</strong> <strong>the</strong> `secant formula for struts in <strong>the</strong> Code <strong>of</strong> Practice for <strong>bridge</strong>

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