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Discussion| April 01 1958

DISCUSSION ON PAPER NO. 6220: PLASTIC DESIGN OF PITCHED-ROOF PORTAL FRAMES.

J HEYMAN;
J HEYMAN
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W MERCHANT;
W MERCHANT
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LG JOHNSON;
LG JOHNSON
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DA GODFREY;
DA GODFREY
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ER BRYAN;
ER BRYAN
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MW LOW;
MW LOW
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TM CHARLTON;
TM CHARLTON
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EH BROWN;
EH BROWN
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MR HORNE;
MR HORNE
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BJ VICKERY;
BJ VICKERY
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A BOLTON;
A BOLTON
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DM BROTTON;
DM BROTTON
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BAHAUDDIN
BAHAUDDIN
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Author & Article Information
Publisher: Emerald Publishing
Online ISSN: 1753-7789
© Thomas Telford and ICE
1958
Proceedings of the Institution of Civil Engineers (1958) 9 (4): 492–514.
https://doi.org/10.1680/iicep.1958.2308

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First page of DISCUSSION ON PAPER NO. 6220: PLASTIC DESIGN OF PITCHED-ROOF PORTAL FRAMES.
Keywords: FRAMES, DESIGN, PLASTIC, ROOFS, PITCH, PORTAL, LOADS, LOADING, AXIAL, STRUCTURES, DEFLECTION, STABILITY, COLLAPSE, PANELS, STANCHIONS, INTERNAL
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© Thomas Telford and ICE
1958
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Volume 9, Issue 4
April 1958
Proceedings of the Institution of Civil Engineers Cover Image for Volume 9, Issue 4

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Suggested Reading

PLASTIC DESIGN OF PITCHED-ROOF PORTAL FRAMES.
Proceedings of the Institution of Civil Engineers (October,1957)
DISCUSSION. SOME STEEL STRUCTURAL FRAMES DESIGNED ON PLASTIC THEORY.
Proceedings of the Institution of Civil Engineers (November,1955)
THE DETERMINATION OF THE COLLAPSE LOADS OF RIGIDLY JOINTED FRAMEWORKS WITH MEMBERS IN WHICH THE AXIAL FORCES ARE LARGE.
Proceedings of the Institution of Civil Engineers (March,1956)
CORRESPONDENCE. THE DETERMINATION OF THE COLLAPSE LOADS OF RIGIDLY JOINTED FRAMEWORKS WITH MEMBERS IN WHICH THE AXIAL FORCES ARE LARGE.
Proceedings of the Institution of Civil Engineers (November,1956)
DISCUSSION. THE STANCHION PROBLEM IN FRAME STRUCTURES DESIGNED ACCORDING TO ULTIMATE CARRYING CAPACITY.
Proceedings of the Institution of Civil Engineers (March,1956)

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