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 Sixth Meeting - September, 1928 35/1 Effect of speed on rail stress 36/2 Through spans and reinforced concrete slabs with ballasted track. 37/3 Design and construction of reinforced concrete slabs. 38/4 Impact on Metre Gauge Bridges 39/5 Revision of the standards of loading for Metre Gauge Bridges 40/6 Designs of standard skew plate girder spans. Seventh Meeting- July/ August, 1929 41/1 British Bridge Stress Committee’s Report permit greater loads on short spans. 41/1a Bearing stresses in rivet’s in plate girders. 42/2 Arc welding to bridge strengthening 43/3 Sanctioned and control of the sections on which engines and stock may or may not run. 44/4 Inter-action of floor and main members of a 150 ft girder relief of stress. 45/5 Size of rivets in heavy plate girders and allowance of length for field rivets. 46/6 Returning strength of bridges 47/7 Criticism of the sixth report on the effect of speed on rail stress, trough spans and reinforced concrete slabs with ballasted track, design and construction of reinforced concrete slabs, Revised impact and standards of loading on MG bridges and standard skew spans. 48/8 Deflection tests on new spans in terms of effective spans to be laid down in the rules. 49/9 Raising the specified working stresses. Eighth Meeting- February March, 1930 50/1 Impact experiments on short spans to evolve an impact formula. 51/2 Draft a Specification for bridge building 52/3 Lengths of rivets 53/4 Lengths of rivets 54/5 MG standards equivalent uniformly distributed loads. Ninth Meeting - July, 1930 55/1 Impact tests on short spans Tenth Meeting- July, 1931 56/1 Revision of Specification IRS (R) 1of May 1928, manufacture of steel structures other than girders 57/2 Specification for erection of steel structures other than girders. 58/3 Criticisms of the draft Specification for erection of girder bridges. 59/4 Revision of the Specification for manufacture of bridge girders. 60/5 Revision of the Bridge Rules regarding increase of bearing stresses in plate girder rivets, reduction of the braking and tractive forces, permissible stresses in compression flanges, reinforced concrete bridges etc. 61/6 Official table of lengths for field rivets.
INDEX OF THE REPORTS OF THE BRIDGE AND STRUCTURES STANDARDS COMMITTEE 62/7 New designs of standards MG spans. 63/8 Revise the BG standard designs 64/9 Rendel, Palmer and Tritton’s criticisms of 6th, 7th and 8th Reports. Standard designs of BG skew spans - Interaction of floor and main members. 65/10 Recording of secondary vibrations to revise impact factor on short spans. 66/11 Recording of secondary vibrations to revise impact factor on short span. Eleventh Meeting - March, 1932 67/1 The revision of Specification of IRS (R)* manufacture of steel structures other than bridge girders. 68/2 Erection Specification for bridge girders, payment of erection. 69/3 Specification for erection of steel structures other than girders. 70/4 Messrs, Rendel, Palmer and Tritton’s criticism of Specification for electric arc welding. 71/5 Specification dealing with workmanship of electric arc welds. qualifications of welders and preparation of test specimen. 72/6 Rendel, Palmer and Tritton’s criticism of 6th, 7th and 8th BSC reports. Interaction of floor and main members of truss spans. 73/7 Standardisation of duplicated girder spans and through girder spans. 74/8 Tolerances knuckle and roller bearings for bridges. 75/9 Impacts in the case of bridges carrying road or foot traffic etc. 76/10 Impact allowances on short railway bridges. 77/11 Revision of Specification for manufacture of bridge girders. 78/12 Tests carried out by the North Western Railway to determine the longitudinal forces transmitted by bridges, girders and rails. 79/13 Standard MG skew girders of spans below 20’ part of template numbers and shipping marks on standard girder drawings. 80/14 Raising the permissible working stress in truss members in the ratio of 9 to 8. Twelfth Meeting – September- October, 1932 81/1 Revision of Specification IRS (B) for manufacture of bridge girders materials and workmanship. 82/2 The length of field rivets. 83/3 Revision of Specification IRS manufacture of steel structure other than bridge girders materials and workmanship. 84/4 Specification for the erection of steel structures other than bridge girders. 85/5 Experimental evidence on lower lateral bracing of plate girder spans. 86/6 Experimental evidence on lurching of locomotives on bridges. 87/7 Experimental evidence on tractive and braking forces on bridges. 88/8 Experimental evidence on rail joint impact on bridges. Thirteenth Meeting - January, 1934 89/1 Messrs, Rendel, Palmer and Tritton’s remarks regarding arc Welding. 90/2 Revision of clause 89 of the Bridge Rules 1933 regarding maximum pitch of rivets 91/3 Experiments on tractive and braking forces on bridges and longitudinal stiffness of track extended for application to existing bridges. 92/4 Weighment of engines for use in calculations of the effect of Specific engines on bridges and track. 93/5 Adoption of high tensile steel for bridge work 94/6 Preparation of standard designs for reinforced concrete slab tops up to 12 ft span
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