1. determine the capacity of the details shown below.
A992: Fy=50ksi, Fu=65ksi
A36: Fy=36ksi, Fu=58ksi
effective bolt hole diameter = bolt hole + 1/16″
beam properties: tw=0.38 in., bf=7.07 in., tf=0.63 in.
Fexx=70ksi
a) what is the bolt shear capacity of the shear connection in kips? (2 decimal places)
b) what is the bolt bearing capacity of the shear plate of the shear connection in kips? (2 decimal places)
c) what is the bolt bearing capacity of the beam web of the shear connection in kips? (2 decimal places)
d) what is the shear yielding capacity of the shear plate of the shear connection in kips? (2 decimal places)
e) what is the shear rupture capacity of the shear plate of the shear connection in kips? (2 decimal places)
Note: Pls kindly provide short solutions here, will rate this right away. Thank you in advance!
