hether the connection shown is adequate to support the applied moment considering the strength of the bolts in shear. Check adequacy for bearing and tearout strength in case the SC connection slips into bearing connection. The steel is A36 and standard holes are used. Use Class B faying surface & LRFD. The moment is assumed to b
hether the connection shown is adequate to support the applied moment considering the strength of the bolts in shear. Check adequacy for bearing and tearout strength in case the SC connection slips into bearing connection. The steel is A36 and standard holes are used. Use Class B faying surface & LRFD. The moment is assumed to b
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Determine whether the connection shown is adequate to support the applied moment considering the
strength of the bolts in shear. Check adequacy for bearing and tearout strength in case the SC
connection slips into bearing connection. The steel is A36 and standard holes are used. Use Class B
faying surface & LRFD. The moment is assumed to be resisted by the flange bolts only.
Transcribed Image Text:Determine whether the connection shown is adequate to support the applied moment considering the
strength of the bolts in shear. Check adequacy for bearing and tearout strength in case the SC
connection slips into bearing connection. The steel is A36 and standard holes are used. Use Class B
faying surface & LRFD. The moment is assumed to be resisted by the flange bolts only.
-3/4"-A325 SC
8"
4"
-W12x26
½"x7/2"x8" pl-
do
3"3"
D
1½/2"
M₁ = 30 ft.-kips
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