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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 />

Alphabetical Index Of Subjects Bsc Ref Item No.<br />

Flood Lighting Towers 52 598<br />

General Arrangement <strong>and</strong> Details 26 244<br />

Fluctuations <strong>of</strong> Stress 45 499<br />

Foot Over Bridges, Deflection Limit 51 588<br />

Drawings <strong>of</strong> 22 206<br />

Drawings <strong>of</strong> 23 215<br />

Increase in Height to Suit 25KV AC Traction 42 471<br />

Prestressed Concrete Precast 34 360<br />

Welded, Rigid Frame Type 24 223<br />

Forces Longitudinal for Design <strong>of</strong> <strong>the</strong> Substructure <strong>of</strong> RCC 54 628<br />

Bridges<br />

On Bridges E11 689<br />

Seismic, For Design <strong>of</strong> Railway Bridges 59 705<br />

Foundation for RCC Box Culvert 42 464<br />

On Rock , Design <strong>of</strong> 50 568<br />

Stability <strong>of</strong> 19 165<br />

Wells Of Bridges ,Design <strong>of</strong> 23 209<br />

For Abutments <strong>and</strong> Piers 17 136<br />

Frictional Resistance <strong>of</strong> Expansion Bearings 51 587<br />

Funicular Culverts, Under High Fills, Design <strong>of</strong> 42 468<br />

G<br />

Girder 150 Ft, Interaction <strong>of</strong> Floor <strong>and</strong> Main Member, Relief <strong>of</strong><br />

Stress<br />

7 44<br />

Anchoring <strong>of</strong> on Gradients 36 385<br />

Girder Bridges, 200 ft BGML, Design <strong>of</strong> 38 412<br />

200 ft MGML Design <strong>of</strong> 38 413<br />

250 ft BGML Design <strong>of</strong> 37 401<br />

250 ft MGML Design <strong>of</strong> 37 402<br />

Ballast Walls And Run <strong>of</strong> Rails 3 18<br />

Design <strong>of</strong> Abutment <strong>and</strong> Wing Wall 4 23<br />

Longitudinal Run <strong>of</strong> Frames at Approaches 32 330<br />

On Curves Super Elevation 34 356<br />

Open Web, Impact Allowances <strong>of</strong> 21 183<br />

Painting <strong>of</strong> 46 524<br />

Provision <strong>of</strong> Guard Rails 53 615<br />

Girder Bridges, Provision <strong>of</strong> Safety Refuges 40 430<br />

Super Elevation <strong>of</strong> Curves 34 356<br />

Use <strong>of</strong> Steel Sleepers 36 384<br />

Welded Rails on E04 002<br />

Welding <strong>of</strong> Rails Joints on 44 488<br />

Girder Composite, 12.2m BGML Design <strong>of</strong> 43 482<br />

18.3m RBG 57 670<br />

9.2m RBG Design <strong>of</strong> 55 642<br />

Design <strong>of</strong> 53 605<br />

Girder Continuous, 3x 60 ft Spans 37 403<br />

Girder Mild Steel, Over Stress in 24 219<br />

Open Web for BGML Utilising MGML Open Web 52 593<br />

Girders<br />

155 ft Span, BGML, Design <strong>of</strong> 25 240<br />

155 ft Span, BGML, Design <strong>of</strong> 26 248<br />

155 ft with Open Deck Design <strong>of</strong> 28 271<br />

Girder Web 89.5m <strong>and</strong> 93.1m, RBG 59 697<br />

Rules for Prestressing 43 478<br />

Steel trough Flooring 27 261

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