M@hdi42
11th October 2013, 11:32 PM
Ultimate Strength of Eccentric Welded Connection Subjet to Shear and Moment
http://forum.civilea.com/Thread-ultimate-strength-of
Author: M. N. El-Atrouzy | Size: 1.71 MB | Format: PDF | Publisher: Concrad P. Heins -Civil Engineering for Practicing and Design Engineers- | Year: 1982 | pages: 117-121
The ultimate strength capacity of eccentric welded web bracket may be controlled by one of the following:
(1) Elastic buckling of the web bracket along the free diagonal edge if thickness of that web plate is too small. This was investigated theoretically and experimentally by Salmon (3, 4).
(2) Yielding along the free diagonal edge prior to buckling, at which redistribution of stress occurs. In this case plates would have considerable post buckling strength.
(3) Failure of welds due the combined action of shear and moment.
This paper deals with the las type of failure when it controls the ultimate strength of such connections.
http://www.mediafire.com/?9r49pnxfe3366jv
Scanned with high quality
It's from 117 page to 121 page. 5 pages. As it should be
http://forum.civilea.com/Thread-ultimate-strength-of
Author: M. N. El-Atrouzy | Size: 1.71 MB | Format: PDF | Publisher: Concrad P. Heins -Civil Engineering for Practicing and Design Engineers- | Year: 1982 | pages: 117-121
The ultimate strength capacity of eccentric welded web bracket may be controlled by one of the following:
(1) Elastic buckling of the web bracket along the free diagonal edge if thickness of that web plate is too small. This was investigated theoretically and experimentally by Salmon (3, 4).
(2) Yielding along the free diagonal edge prior to buckling, at which redistribution of stress occurs. In this case plates would have considerable post buckling strength.
(3) Failure of welds due the combined action of shear and moment.
This paper deals with the las type of failure when it controls the ultimate strength of such connections.
http://www.mediafire.com/?9r49pnxfe3366jv
Scanned with high quality
It's from 117 page to 121 page. 5 pages. As it should be