A W610 x 82 beam of A 36 steel has end reaction of 302 kN and is supported on a plate with a length of bearing of 157 mm. Fy = 248 MPa. Properties: d = 599 mm tw = 10 mm tf = 12.8 mm K = 32.36 If the beam is inadequate with respect to web crippling, determine the length of bearing needed to prevent web crippling at the end reaction. Determine the end reaction due to web crippling.
A W610 x 82 beam of A 36 steel has end reaction of 302 kN and is supported on a plate with a length of bearing of 157 mm. Fy = 248 MPa. Properties: d = 599 mm tw = 10 mm tf = 12.8 mm K = 32.36 If the beam is inadequate with respect to web crippling, determine the length of bearing needed to prevent web crippling at the end reaction. Determine the end reaction due to web crippling.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Steel Design
A W610 x 82 beam of A 36 steel has end reaction of 302 kN and is supported on a plate with a length of bearing of 157 mm. Fy = 248 MPa.
Properties:
d = 599 mm
tw = 10 mm
tf = 12.8 mm
K = 32.36
If the beam is inadequate with respect to web crippling, determine the length of bearing needed to prevent web crippling at the end reaction. Determine the end reaction due to web crippling.
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