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. O Open Deck Bridges, Design of Stringers and Cross Girders 21 193 Open Web Girders, 76.2m, BGML, Design of 42 473 BGML, Utilising Standard MGML Girders 52 593 Camber Under Dead Load 50 572 Composite RCC and Steel 30.5m BGML 46 531 Composite Steel and Concrete Stringers 46 521 Design for 76.2m BGML 41 459 Design for 76.2m BGML 42 473 Design for 89.05m and 93.1m Spans, RBG 59 697 Design of Discontinuous Struts 50 571 Stresses, During Process of Renewal 30 291 Upper Chords and End Rakers 29 284 Overall Lengths of Turntables 27 259 Overstress At Ends of Girders During Jacking for Maintenance 32 332 In Existing Mild Steel Girders. 24 219 P Pads, Cast Iron, rubber and PLASCO 19 166 rubber and Cast Iron, Experiments On 18 148 Painting of Girder Bridges 46 524 Painting Schedules 38 417 System to Protect Girders in Areas of Severe Corrosion 57 673 Permissible Bearing Pressure on RC Bed Blocks 32 333 Permissible Stresses At Construction Joints, Tensile 50 566 For Various species of Timber 33 341 In Beams, Compressive 27 265 Compression Flange of Plate Girder and Beams 32 329 Compression Flanges 10 60 Concrete Columns 32 328 Concrete in Columns 31 321 Deformed Bars in Bridges 55 639 Masonry of Piers and Abutments 34 352 Mild/Light Tensile Steel in Compression 26 255 Steel Alterations 1 10 Substructure 48 551 Vibrated Concrete 32 327 Welds 31 317 Permissible Tensile Stress At Construction Joints in Concrete 45 512 Permissible Working Stress in Truss Members, Raising of 11 80 Pier and Abutment in 18.3 M, BGML, Design of 42 472 Code, Revision As Bridge Substructure Code E03 003 Design, Longitudinal forces 14 101 Drawings of 22 207 Pier and Abutment for 18.3m Span BGML, Design of 41 456 Permissible Over Stress in Masonry 34 352 Typical Drawings of 23 214 Piers, Water Pressure On 36 383 Piles, Safe Bearings Pressure On 33 347 Pipe Concrete for Railway Culverts 14 98 Pipe Culverts Diameters and Method of Joining 17 134 RCC Drawings for 30 303 Reinforced Concrete, Design of 18 146 Pipe Lines Under Railway Track Laying of 56 654
INDEX OF THE REPORTS OF THE BRIDGE AND STRUCTURES STANDARDS COMMITTEE Alphabetical Index Of Subjects Bsc Ref Item No. Pushing 49 561 In Embankments 47 538 RCC 250 Mm Dia, Design of 52 600 Reinforced Concrete 44 496 Plain Concrete Construction, Specification for 18 139 Specification for 19 169 Plain Concrete Structures, Surface Reinforcement 51 577 Plastic Design of Goods Shed 46 519 Plate Girders , IRS , Use in Curves 48 536 12.2m Span BGML , Design With Weathering Steel 52 596 30.5, 12.2 &19.1m MGML, Riveted, Design of 46 514 31.9 M span BGML Design of 42 474 40ft Span BGML, With Steel Trough sleepers,Design 24 225 of 6.1,9.2,12.2,18.3,24.4,30.5m Spans, RBG 57 666 6.1m BGML ,Welded ,Design of 46 516 6.1m MGML ,Welded ,Design of 46 517 80ft,Design 39 426 Alternative Designs 26 242 Beams, Permissible Stresses in Compression Flange 32 329 Bearing Stress in Rivets 7 41 BGML Loading Utilising Standard MGML Plate Girders 52 592 Bridges on Curves 45 507 Bridges on Curves 46 519 Convertible Designs for HM & ML Loadings 5 33 Deck Type 26 245 Design for 12.2m 18.3m BGML, Design of 41 460 Design of 6 40 Design of 24 224 Design of 4 27 Plate Girders Emergency, RBG, Design of 56 646 For Elastomeric Bearing, 12.2, 18.3, 24.4, 30.5m BG 59 700 Heavy 7 45 Intermediate Stiffeners for 54 620 Length Breadth Ratio of Compression Flange 35 367 MGML With HTS Flanges and Webs 23 213 Minimum Depth 1 005 Provision of Jacking Arrangement 41 461 Relief of Stress 24 226 Revised Design, 100 ft and 80 Ft, With High Tensile Steel 26 243 Riveted and Welded, 10, 15 and 20m RBG Standard, 60 711 Design of Roller/ Rocker Bearing for 12.2, 18.3, 24.4, 30.5m BG 59 699 Semi Through , Effected By Welding Research On 19 162 Shallow Deflection In 45 501 Skew Design of 7 47 Through Type, 40 ft and Over, Standardisation of 17 138 Upto 80 Ft, Standard Design of 3 17 Welded 12.2m and 18.3m Spans, RBG 57 669 Welded, 18.3m RBG, Design of 58 685 Welded 24.4m and 30.5m Spans, RBG 59 698 Welded, Fatigue Tests On 19 170 With High Tensile Steel Flanges and Web 22 208 With Steel Sleepers 31 311
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