ооо |0 000 PL DL=137.13 kips LL=292.92 kips 0.20 x 7.012
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The tension member shown in the figure is connected to a gusset plate as shown with 1.210-inch diameter bolts. It is subjected to the dead and live loads as shown. Take Fy = 33.29 ksi and Fu = 52.93 ksi. Assume Ae = An.
a) Draw the critical cross-section and show its dimensions using your data.
b) Determine whether this member has enough strength using LRFD and the critical ASCE 7 loading combination.
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