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| Teaching Since: | May 2017 |
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MCS,PHD
Argosy University/ Phoniex University/
Nov-2005 - Oct-2011
Professor
Phoniex University
Oct-2001 - Nov-2016
A double-angle tension member, 2L4 × 3 × 1 ⁄2 LLBB, is connected to a 3 ⁄8-inch-thick gusset plate with 7⁄8 -inch-diameter, Group A bolts as shown in Figure P7.4-6. Both the tension member and the gusset plate are of A36 steel. Does the connection have enough capacity based on shear and bearing? It is not known whether the bolt threads will be in shear.
a. Use LRFD.
b. Use ASD.

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