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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<br />

Alphabetical Index Of Subjects<br />

A<br />

Bsc Ref Item No.<br />

Abutment <strong>and</strong> Pier, Design <strong>of</strong> 19 168<br />

Design <strong>of</strong> 20 180<br />

Foundations for 17 136<br />

Longitudinal Forces 14 101<br />

Measurement <strong>of</strong> Scour 59 691<br />

Abutment <strong>and</strong> Wing Walls <strong>of</strong> Girder Bridges 4 23<br />

Abutment for 40 ft Span, BGML <strong>and</strong> MGML Design <strong>of</strong> 37 399<br />

Surcharge Due to Highway Loads 35 365<br />

Weep Holes 47 542<br />

Action Taken on <strong>the</strong> Railway Board's Orders on Various<br />

Pending Items <strong>of</strong> Bridge & Structures St<strong>and</strong>ards Committee.<br />

61 740<br />

Acceptance Levels for Quality <strong>of</strong> Welds for Welded Bridge<br />

Girders<br />

65 775<br />

Action Taken on <strong>the</strong> Railway Board's Order on Various Pending<br />

Items <strong>of</strong> <strong>the</strong> Bridge <strong>and</strong> Structures St<strong>and</strong>ards Committee <strong>and</strong><br />

to Make Recommendations<br />

62 749<br />

Alternating Stresses 24 229<br />

Aluminum Alloy Emergency Plate Girder, Design <strong>of</strong> 56 646<br />

Corrugated Ro<strong>of</strong>ing Sheets, Advantages <strong>of</strong> 36 370<br />

Rail Road Bridges 29 283<br />

Amendment to Clause 2.3.4 <strong>of</strong> IRS Bridge Rules 60 720<br />

Clauses Relating to Use <strong>of</strong> HSFG Bolts in Towers 60 718<br />

Clause 3.4 <strong>of</strong> IRS Bridge Rules 60 721<br />

Criteria for Structural Design <strong>of</strong> M.W. towers 60 716<br />

Clause 2.8 <strong>of</strong> IRS Bridge Rules for Incorporating<br />

Consideration <strong>of</strong> Two & Three Spans Loaded<br />

Conditions for Checking <strong>the</strong> Stability <strong>of</strong> Piers <strong>and</strong><br />

Abutments Having Roller/Rocker <strong>and</strong> Sliding Bearing.<br />

61 724<br />

Amendment to clauses 4.6.1, 4.6.2.1 <strong>and</strong> 16.822 <strong>of</strong> IRS<br />

concrete Bridge code – provision <strong>of</strong> low relaxation prestrassing<br />

steel st<strong>and</strong>s<br />

70 841<br />

Clause 6.19.3 <strong>of</strong> IRS Concrete Bridge Code<br />

Regarding Distribution, Temperature <strong>and</strong> Shrinkage<br />

Reinforcement.<br />

61 727<br />

Clauses Relating to Use <strong>of</strong> HSFG Bolts in towers,<br />

Amendment to.<br />

61 718<br />

Criteria for Structural Design <strong>of</strong> Microwave Antenna<br />

towers Self Supporting Type.<br />

61 716<br />

Clause 6.6.4.10, 6.17 <strong>and</strong> 6.19.4 <strong>of</strong> IRS Concrete<br />

Bridge Code- Provision <strong>of</strong> Shear Reinforcement.<br />

63 754<br />

Distribution <strong>of</strong> Longitudinal forces to Various<br />

Component <strong>of</strong> Bridge Sub-Structures <strong>and</strong> to Make<br />

Recommendations, Amendment to.<br />

62 752<br />

Clause 4.5 <strong>of</strong> IRS Concrete Bridge Code to 62<br />

Incorporate <strong>the</strong> Use <strong>of</strong> Admixture in Cement Concrete<br />

for Bridge Works <strong>and</strong> to make Recommendations,<br />

Amendment to.<br />

744<br />

Clause 6.6.4.9 <strong>and</strong> 6.15.7 <strong>of</strong> IRS Concrete Bridge 62 745

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