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 Alphabetical Index Of Subjects Bsc Ref Item No. 18.3m Composite Welded Girders for MBG Loading 1987 65 772 18.3m Span Welded Plate Girder to MMG Loading 1988 Suitable for all Seismic Zones. 67 807 3.05m, 3.66m and 4.57m Precast pretensioned Prestressed Bridge Slabs to MBG Loading 1987. 67 804 3.66m, 4.57m and 6.1m and 6.1m Precast Prestressed Concrete Bridge Slabs to MBG Loading 1987 Suitable for Gauge Conversion with /without Precast RCC Bed Block to be used in Case of Multiple Spans. 68 822 30.5m Post Tensioned PSC Girder to MBG Loading 1987. 64 770 M-20 Grade Mass Concrete Abutments of Standard Design of Spans 6.1m to 30.5m and 30.5m to 75.2m Conforming to MBG Loading 1987. 68 821 M-20 Grade Mass Concretepiers of Standard Spans Design of 6.1m to 30.5m and 30.5m to 75.2m Conforming to MBG Loading 1987. 68 820 Design of M-20 grade Mass concrete stepped piers of standard spans 6.1m to 76.2m conforming to MBG loading (zone Ito III) 70 842 Design of M-20 grade Mass concrete stepped piers of standard spans 6.1m to 30.5m conforming to MBG loading (zone IV&V) 70 844 Precast RCC Bridge Slab for Spans from 0.5m to 5.0m to MBG Loading 1987. 64 762 RC Ballastless Slabs up to 13.5m Span for MBG -1987 68 819 RCC Passanger Platform Sheltar 9.45 m Wide 68 823 RCC/ PSC Passanger Platform Sheltar 10.67m Wide with Provision utilisation of Space on First Floor 68 824 Steel channel Sleepers for Bridges 67 813 Steel Passanger Platform Sheltar for BG Way Side Stations. 68 817 Design of –Sub Structure for 45.7 m open web Girder conforming to HM Loading. 71 851 Design of –Sub Structure for 6.1m PSC Deck Slab conforming to HM Loading. 71 853 Temporary Arrangement for Abutment Permitting a Speed of 30 Kmph 67 802 Welded Plate Girders with welded Intermediate stiffeners to MBG Loading 65 771 20.0m span welded stencete coming 1987 66 789 24.4m Span Welded Steel Concrete Composite Mbg Loading !987. 66 787 Dispersion of Surcharge Loads Below Formation Level for Design of Abutments 64 768 Design of bridge approach slab. 69 827 Design Of Limit State 60 714 Loco Sheds 38 411 MW Towers with three Antenna/ Reflectors, RDSO Design Criteria 1977. 59 702 Open Web Girder 155ft, BGML 26 248 Open Web Girder 155ft, BGML With Open Deck 28 271 Open Web Girders 89.05m And 93.1m, RBG 59 697
INDEX OF THE REPORTS OF THE BRIDGE AND STRUCTURES STANDARDS COMMITTEE Alphabetical Index Of Subjects Bsc Ref Item No. Pier and Abutment for 18.3m BGML 41 456 Plain Concrete Arch Bridge 30 ft Span, 37 400 Plate Girder, 31.9m , BGML 42 474 Plate Girder, 40 ft BGML With Steel Trough Sleepers 24 225 Plate Girders Upto 80 Ft, Main Features 3 17 Plate Girders, 100 ft & 80 Ft, with High Tensile Steel 26 243 Platform Shelters, Coefficient of Wind Force 53 617 Precast PSC Pretension Type I Girder for Rationalised Spans 60 709 Precast RCC T Girders 5 & 7.5m Spans to RBG 60 707 Standard Prestressed Concrete Bridge Slab of 5 M Span 60 708 PSC Box Girders 9.15m and 12.2m RBG 58 683 PSC Girders, 40 ft & 60 Ft, MGML 29 280 PSC Slabs 3.0m and 4.6m RBG 57 671 Railway Bridges, Seismic Force to be Considered 59 705 RCC Box Culverts 10 X 12 Ft 30 297 RCC Over Head Tanks with Capacity, 50, 100 & 250 Kilo Liters 60 710 RCC Slabs 0.5m to 5.0m Spans, RBG, with HSD Bars 59 693 RCC Slabs 4.0 & 5.0 M Spans, RBG, with Deformed Bars 58 681 RCC Tank, 5000 Gallons 39 425 Riveted & Welded Plate Girders 10, 15 & 20 M Span RBG Standard 60 711 Roller & Rocker Bearing 18.3m Composite Girder, RBG Standard 60 712 Roller/ Rocker Bearings 12.2, 18.3, 24.4, 30,5m BG Plate Girders 59 699 Through Type Spans 150 Ft, 300 Ft, BGML 24 217 Turntable Flexible Type, 75 Ft 31 320 Turntable MG, BG, 22.86m Dia, 3 Point Support 52 594 Under Slung Girder 200 ft BGML 38 412 Welded Girder 18.3m Span 53 609 Welded Girder 18.3m, Design Of 58 685 Welded Turntable 22.76m Dia 53 611 Design of M-20 grade Mass concrete Stepped piers of standards span 6.1 m to 76.2 m conforming to MBG loading (Zone I to III ) 70 842 Design of M-20 grade Mass concrete Stepped piers of standards span 6.1 m to 30.5 m conforming to MBG loading (Zone IV to V ) 70 844 Dimension of Standard Design of Masonry Bridge Foundation, Piers 18 142 Dynamic augment effect on RCC/ Steel substructure. 69 831 Dynamic effect on Ballasted Deck Bridges. 71 854 Dynamic load testing of PSC/ RCC Railway Bridge Girders 70 846 Duplicated Girder Standardisation Of 11 73 Distressed bridges- loss of camber and corresponding speed restriction. 69 Informal Item -3 Dynamic Augment on the Coupled Engines 1 007 Effects on Crane Gantries and Runways 17 124 On Crane Girders, Gantries & Runways 34 354
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