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
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Chapter2: Loads On Structures
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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)

 

Properties and Dimension
Ag=35.30 in^2
rX = 6.24 in
ry = 3.74 in
d=14.5 in
tf=0.94 in
bf=14.7 in
tw=0.59 in
Y
k1=1.5
k=1.54
, tf=0.94
d=14.5
- - X
-tw=0.59
bf=14.7
Transcribed Image Text:Properties and Dimension Ag=35.30 in^2 rX = 6.24 in ry = 3.74 in d=14.5 in tf=0.94 in bf=14.7 in tw=0.59 in Y k1=1.5 k=1.54 , tf=0.94 d=14.5 - - X -tw=0.59 bf=14.7
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