Figure 14.22 Full Alternative Text 14.23 If the allowable shear stress is 100 MPa, calculate the maximum shear force V that a W460 × 60 structural steel wide flange is capable of resisting. Use the average web shear approach. € 10.000 lb in

Elements Of Electromagnetics
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Problem 14.22
141
W14 X 30
w = 1 kip/ft-
16'-0"
40 kips
3'-0"
Figure 14.22 Full Alternative Text
14.23 If the allowable shear stress is 100 MPa, calculate the maximum shear
force V that a W460 x 60 structural steel wide flange is capable of resisting.
Use the average web shear approach.
r force of 10.000 lb in
I
Transcribed Image Text:Problem 14.22 141 W14 X 30 w = 1 kip/ft- 16'-0" 40 kips 3'-0" Figure 14.22 Full Alternative Text 14.23 If the allowable shear stress is 100 MPa, calculate the maximum shear force V that a W460 x 60 structural steel wide flange is capable of resisting. Use the average web shear approach. r force of 10.000 lb in I
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