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Discussion| June 01 1983

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

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
Online ISSN: 1753-7789
© 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
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Volume 75, Issue 2
June 1983
Proceedings of the Institution of Civil Engineers Cover Image for Volume 75, Issue 2

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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)
CORRESPONDENCE. A RATIONAL APPROACH TO THE DESIGN OF DEEP PLATE GIRDERS.,
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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