Answered: ооо |0 000 PL DL=137.13 kips LL=292.92…

Engineering

Civil Engineering

ооо |0 000 PL DL=137.13 kips LL=292.92 kips 0.20 x 7.012

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

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.

10 ο ο
ο οοο
PL
DL = 137.13 kips
LL = 292.92 kips
0.20 x 7.012

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