Skip to Main Content
Article navigation
Volume 9, Issue 4
April 1958
Proceedings of the Institution of Civil Engineers Cover Image for Volume 9, Issue 4
Discussion| April 01 1958

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

J HEYMAN;
J HEYMAN
Search for other works by this author on:
This Site
PubMed
Google Scholar
W MERCHANT;
W MERCHANT
Search for other works by this author on:
This Site
PubMed
Google Scholar
LG JOHNSON;
LG JOHNSON
Search for other works by this author on:
This Site
PubMed
Google Scholar
DA GODFREY;
DA GODFREY
Search for other works by this author on:
This Site
PubMed
Google Scholar
ER BRYAN;
ER BRYAN
Search for other works by this author on:
This Site
PubMed
Google Scholar
MW LOW;
MW LOW
Search for other works by this author on:
This Site
PubMed
Google Scholar
TM CHARLTON;
TM CHARLTON
Search for other works by this author on:
This Site
PubMed
Google Scholar
EH BROWN;
EH BROWN
Search for other works by this author on:
This Site
PubMed
Google Scholar
MR HORNE;
MR HORNE
Search for other works by this author on:
This Site
PubMed
Google Scholar
BJ VICKERY;
BJ VICKERY
Search for other works by this author on:
This Site
PubMed
Google Scholar
A BOLTON;
A BOLTON
Search for other works by this author on:
This Site
PubMed
Google Scholar
DM BROTTON;
DM BROTTON
Search for other works by this author on:
This Site
PubMed
Google Scholar
BAHAUDDIN
BAHAUDDIN
Search for other works by this author on:
This Site
PubMed
Google Scholar
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

Article PDF first page preview

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
This content is only available via PDF.
© Thomas Telford and ICE
1958
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

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)

Related Chapters

Robustness of standard Swiss overpasses with V-columns
Bridge Management 5: Inspection, maintenance, assessment and repair: Proceedings of the 5th International Conference on Bridge Management, organized by the University of Surrey, 11–13 April 2005
Case Studies
Intelligent Buildings and Infrastructure with Sustainable and Social Values
Do We Really Judge the Book by its Cover? Idea Selection During Start-Up Weekends
Organizing Creativity in the Innovation Journey

Recommended for you

These recommendations are informed by your reading behaviors and indicated interests.

Cited By

Google Scholar
This Feature Is Available To Subscribers Only

or Create an Account

Close Modal
Close Modal