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Volume 75, Issue 2
June 1983
Proceedings of the Institution of Civil Engineers Cover Image for Volume 75, Issue 2
Discussion| June 01 1983

DISCUSSION. THE DESIGN OF TRANSVERSE STIFFENERS ON WEBS LOADED IN SHEAR - AN ULTIM -ATE LOAD APPROACH. Free

KC ROCKEY;
KC ROCKEY
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G VALTINAT;
G VALTINAT
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KH TANG;
KH TANG
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DW SMITH;
DW SMITH
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M HERZOG
M HERZOG
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Author & Article Information
Publisher: Emerald Publishing
© Thomas Telford and ICE
1983
Proceedings of the Institution of Civil Engineers (1983) 75 (2): 325–326.
https://doi.org/10.1680/iicep.1983.1508

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First page of DISCUSSION. THE DESIGN OF TRANSVERSE STIFFENERS ON WEBS LOADED IN SHEAR - AN ULTIM -ATE LOAD APPROACH.
Keywords:
DESIGN, TRANSVERSE, STIFFENERS, WEBS, LOADS, SHEAR, TESTS, ULTIMATE, ECONOMICS, MATERIALS, CONSTRUCTION
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© Thomas Telford and ICE
1983
AN IMPROVED REPRESENTATION OF FLOODING AND DRYING AND WIND STRESS EFFECTS IN A TWO-DIMENSIONAL TIDAL NUMERICAL MODEL
PARTIAL SHEAR CONNECTION IN COMPOSITE BEAMS FOR BUILDINGS.
MEASUREMENT OF OVERBANK FLOW IN A COMPOUND RIVER CHANNEL.
AN UNSTEADY FLOW BORE MODEL FOR SEDIMENT TRANSPORT IN BROKEN WAVES. PART 1: THE DEVELOPMENT OF THE NUMERICAL MODEL.

Suggested Reading

THE DESIGN OF TRANSVERSE STIFFENERS ON WEBS LOADED IN SHEAR - AN ULTIMATE LOAD APPROACH.
Proceedings of the Institution of Civil Engineers (December,1981)
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Proceedings of the Institution of Civil Engineers (January,1956)
DISCUSSION. WIRE MESH AS SHEAR REINFORCEMENT IN CONCRETE.
Proceedings of the Institution of Civil Engineers (June,1978)
DESIGN OF BRIDGE PIERS EMBEDDED IN COHESIONLESS MATERIAL, TAKING INTO ACCOUNT THEIR FLEXIBILITY.
Proceedings of the Institution of Civil Engineers (July,1956)
TRANSVERSELY STIFFENED GIRDER WEBS SUBJECTED TO SHEAR LOADING - PART 2 : STIFFENER DESIGN.
Proceedings of the Institution of Civil Engineers (March,1990)

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