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Unformatted text preview: y O 300 mm 16 mm 25 mm 25 mm 800 mm Problem 5.11-3 A welded steel girder having the cross section shown in the figure is fabricated of two . flange plates and a web plate. The plates are joined by four longitudinal fillet welds that run continuously throughout the length of the girder. If the girder is subjected to a shear force of 280 kips, what force (per inch of length of weld) must be resisted by each weld? F * 5/16 in. 60 in. * 1 in. 20 in z y O 20 in. in. 1 in. 1 in. 60 in. 5 16 05Ch05.qxd 9/25/08 2:29 PM Page 467...
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This note was uploaded on 12/22/2011 for the course MEEG 310 taught by Professor Staff during the Fall '11 term at University of Delaware.
- Fall '11