Submitted by: Submitted by goldmobile
Views: 12
Words: 1831
Pages: 8
Category: World History
Date Submitted: 04/08/2015 12:50 AM
Lehigh University
Lehigh Preserve
Fritz Laboratory Reports Civil and Environmental Engineering
1950
Portal frame tests proposal
L. S. Beedle
E. R. Johnston Jr.
Follow this and additional works at: http://preserve.lehigh.edu/engr-civil-environmental-fritz-labreports
This Technical Report is brought to you for free and open access by the Civil and Environmental Engineering at Lehigh Preserve. It has been accepted
for inclusion in Fritz Laboratory Reports by an authorized administrator of Lehigh Preserve. For more information, please contact
preserve@lehigh.edu.
Recommended Citation
Beedle, L. S. and Johnston, E. R. Jr., "Portal frame tests proposal " (1950). Fritz Laboratory Reports. Paper 1322.
http://preserve.lehigh.edu/engr-civil-environmental-fritz-lab-reports/1322
r
LEHIGH UNIVERSITY
DEPARTMENT OF CIVIL ENGINEERING
FRITZ ENGINEERING LABORATORY
BETHLEHEM. PA.
August 25, 1950
File No. 205D
To: Members, Lehigh Project Subcommittee
Structural Steel Comrni ttee
Welding Resear9n Council
PORTAL FRA~m TESTS
'1entlemen:
PHONE
BETHLEHEM 7ยท5071
FRITZ E. L. OFFICE EXT. 258
HYDRAULICS LAB. EXT. 279
.'- :.
I.
)..
,
It is the purpose of this letter to present to the
Lehigh Project Subcommittee recommendations for certain frame
tests to be conducted as a part of the current five-year investigation
on the "Ultimate Strength of Welded Continuous
Frames and Their Components"*
I1K:TRODUCTIOThT
Sufficient informa tion has been obtained from phases of
the investigation already completed or nearing completion to
permit the testing of complete welded frames. A test program
of frame componeDts (beam, columns, and connections) has been
partially completed; two reports for publication are to be
finished during the next two months. Full scale and miniature
portal frames tested at Cambridge University, England, have
confirmed the accuracy of methods for the prediction of the
ultimate carrying capacity of frames for the particular sections...