A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset plate by ¾ inch boltas shown below. Use A36 steel with Fy-36 ksi and Fu=58 ksi Determine the Yielding Capacity of the section based on LRFD (kips)

A W14X120 is used as a tension member in atruss. The flanges of the member are connected to a gusset plate by ¾ inch boltas shown below. Use A36 steel with Fy-36 ksi and Fu=58 ksi Determine the Yielding Capacity of the section based on LRFD (kips)

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

A W14X120 is used as a tension member in atruss. The flanges
of the member are connected to a gusset plate by 3/4 inch
boltas shown below. Use A36 steel with Fy=36 ksi and Fu=58
ksi
Determine the Yielding Capacity of the section based on
LRFD (kips)
Properties and Dimension
Ag=35.30 in^2
X = 6.24 in
ry= 3.74 in
d=14.5 in
tf=0.94 in
bf=14.7 in
tw=0.59 in
k=1.54
d=14.5
k1=1.5
bf=14.7
Jtf=0.94
X
-tw=0.59
H

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