Determine if the channel is adequate for the tension load Pu = 420 kN as shown. The channel is ASTM A-36 steel (Fy = 248 MPa, Fu = 400 MPa) and it is connected with four 16 mm diameter bolts. Determine the block shear strength of the section. Ubs = 1.0 Determine the strength based on gross yielding. Determine the strength based on tensile ruptuture.
Determine if the channel is adequate for the tension load Pu = 420 kN as shown. The channel is ASTM A-36 steel (Fy = 248 MPa, Fu = 400 MPa) and it is connected with four 16 mm diameter bolts. Determine the block shear strength of the section. Ubs = 1.0 Determine the strength based on gross yielding. Determine the strength based on tensile ruptuture.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine if the channel is adequate for the tension load Pu = 420 kN as shown. The channel is ASTM A-36 steel (Fy = 248 MPa, Fu = 400 MPa) and it is connected with four 16 mm diameter bolts. Determine the block shear strength of the section. Ubs = 1.0 Determine the strength based on gross yielding. Determine the strength based on tensile ruptuture.
Transcribed Image Text:37.5 100 37.5
C200 x 17.1
'50 mm
100 mm
→Pu
50 mm
9.5 mm gusset plate
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