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 and structural design employing high tensile steel to the case of mild steel. Nineteenth Meeting - January, 1939 155/1 Prestressing lattice girder spans, vide appendix ‘C’ of the Bridge Rules 156/2 Standard designs should be prepared for R.C. box culverts and square Arch openings. 157/3 IRS broad gauge masonry Arched bridge designs applicable to Metre Gauge requirements. 158/4 Rule 33 of the Bridge Rules, working stresses in wrought iron connotation of the term early steel. 159/5 Effective length of secondary members as specified in rule, 40 of Bridge Rules. 160/6 To revise rule 30 of the Bridge Rules regarding `Rollers’. 161/7 Wind pressure to be allowed for in the design of loaded highway bridges and concrete structures having large flat surfaces. 162/8 Research on semi-through plate girders, affected by welding. 163/9 IRS Code of Practice for electric ARC welding of wrought iron and steel structures for final issue. 164/10 Additional tests to determine the effect of welding on a member under stress. 165/11 Science of soil mechanics applied to the stability of foundations 166/12 The cast iron, rubber and 'Plasco' sleeper pad plates particulars from the National Society of French Railways relating to rubber pads at bridge girder bearings and question of adopting a uniform thickness of sleepers on bridges. 167/13 Modified type of expansion bearings for lattice girder bridges. 168/14 Design of abutments and piers for girder bridges, buried pier abutment of `H’ section with arched openings designed to reduce to a minimum any unbalanced earth pressure. 169/15 Drafts IRS Code of Practice for concrete construction other than reinforced concrete construction. 170/16 Carrying out fatigue tests on full size all-welded plate girders. 171/17 Impact effect on bridges due to normally balanced locomotives compared with locomotive of the same type rebalanced for `nil’ reciprocating parts. Twentieth Meeting - January, 1940 172/1 To revise rule 40 and 59 of the Bridge Rules regarding effective spans, lengths and web stiffeners. 173/2 Deflection formula in the Bridge Rules. 174/3 Revised Bridge Rules confined to Specification of loads, forces, etc. 175/4 Strengthening members under stress by welding with. 176/5 Applicability of the working stresses to welded structures not subject to impact or pulsating load. 177/6 Draft IRS Mild Steel Code. 178/7 Additional forms of field tests for reinforced concrete work to be included in the Reinforced Concrete Code. 179/8 Revision of certain clauses of the pier and abutment Code, i.e. Live load etc. 180/9 Designs of three types of abutments along with quantities of materials. 181/10 Impact tests on all-steel track on bridges. 182/11 Drawings of reinforced concrete box culverts. Twenty - first Meeting - December, 1940 183/1 Rule 30 of the provisional issue of the Bridge Rules impact allowance on the existing open web girder bridges. 184/2 Justification for using the secant formula for mild steel struts.
INDEX OF THE REPORTS OF THE BRIDGE AND STRUCTURES STANDARDS COMMITTEE 185/3 Revision of the existing Bridge Rules in connection with impact on multiple track railway bridges and highway bridges. 186/4 Revising the impact factor at present specified for the design of narrow and light gauge bridges. 187/5 Revision of Bridge Rules for longitudinal loads. 188/6 Rules for the lateral and longitudinal distribution of loads on bridges in the Bridge Rules. 189/7 Method adopted for calculating permissible stresses in struts subject to eccentric loading. 190/8 Revision of certain clauses of the steel structures Code, i.e. Change of title of the Code and other clauses likewise- Alternative loading, filter floor beams, limits of working stresses for occasional loads etc. 191/9 Drawings of reinforced concrete box culverts. 192/10 Draft IRS Code of Practice for masonry and plain cement concrete Arches- percentage of over stress. 193/11 Tests for reduction in present impact allowances for design of stringers and cross girders of open deck bridges. 194/12 Revising certain clauses of the Steel Bridge Code regarding prestressing, existing bridges, bearings and bed plates, web tension and compression members etc. 195/13 Design of turntables and make recommendations regarding chief features. Twenty - second Meeting-December 1941 196/1 Use of RC pipes with single oval reinforcement standard pipes. 197/2 Sleeper pad plates of different kinds. 198/3 Revision of certain clauses of Steel Bridge Code regarding effective spans , limits of working stresses compression members etc. etc.. 199/4 Revision of Rule 8(a) (ii), regarding longitudinal distribution of loads and Rules 19 to 21 regarding lateral loads other than wind loads. 200/5 Clause 24 of the pier and abutment Code regarding application of loads. 201/6 Clause 24 of the pier and abutment Code regarding application of loads. 202/7 Revision of the Welding Code. 203/8 Tests on welds in Tiscor and Tiscom steel welding of high tensile steels. 204/9 Periodically cleaning and oiling the bearing of large bridge spans. 205/10 Drawings of the goods shed. 206/11 Drawings of the foot over bridges. 207/12 Drawings of the piers and abutments. 208/13 Drawings of plate girder spans for broad gauge with high tensile steel flanges and webs. Twenty - third Meeting- November, 1942 209/1 Principles governing the design foundation wells of bridges. 210/2 Revision of the welding Code. 211/3 Designs for RC pipe with two concentric reinforcing rings. 212/4 Correction slips to (a) Steel Bridge Code and (b) steel structures Code regarding (a) erection stresses working stresses, lateral bracing etc. (b) working stresses in roof purlins, etc. 213/5 Drawings of plate girder spans for MG with hts flanges and webs. 214/6 Typical drawings of the piers and abutments and calculations. 215/7 Drawings of the foot-over bridge. 216/8 Drawings of reinforce concrete box culverts.
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