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W8x31 WI6X57 2L90x90x10 mm 22 mm Given: Use A36 steel with = 245.921 MPa. Properties of W16x57 Overall depth, d = 417.30 mm Web thickness, tw= 10.90 mm Properties of W8x31 Flange thickness, tf = 11 mm Allowable shearing stress of bolts is 151.811 MPa with FS of 2.42. Use 24.523mm-diameter bolts. Required: The maximum weight (kN/m) of the simply supported 5.47m-span beam (W16x57 in the figure) so that it will not exceed the allowable shearing stress of the bolts.

W8x31 WI6X57 2L90x90x10 mm 22 mm Given: Use A36 steel with = 245.921 MPa. Properties of W16x57 Overall depth, d = 417.30 mm Web thickness, tw= 10.90 mm Properties of W8x31 Flange thickness, tf = 11 mm Allowable shearing stress of bolts is 151.811 MPa with FS of 2.42. Use 24.523mm-diameter bolts. Required: The maximum weight (kN/m) of the simply supported 5.47m-span beam (W16x57 in the figure) so that it will not exceed the allowable shearing stress of the bolts.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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W8x31 WIGX57 2L90x90x10 mm 22 mm Given: Use A36 steel with fy = 245.921 MPa. Properties of W16x57 Overall depth, d = 417.30 mm Web thickness, tw= 10.90 mm Properties of W8x31 Flange thickness, t₁ = 11 mm Allowable shearing stress of bolts is 151.811 MPa with FS of 2.42. Use 24.523mm-diameter bolts. Required: The maximum weight (kN/m) of the simply supported 5.47m-span beam (W16x57 in the figure) so that it will not exceed the allowable shearing stress of the bolts.
Transcribed Image Text:W8x31 WIGX57 2L90x90x10 mm 22 mm Given: Use A36 steel with fy = 245.921 MPa. Properties of W16x57 Overall depth, d = 417.30 mm Web thickness, tw= 10.90 mm Properties of W8x31 Flange thickness, t₁ = 11 mm Allowable shearing stress of bolts is 151.811 MPa with FS of 2.42. Use 24.523mm-diameter bolts. Required: The maximum weight (kN/m) of the simply supported 5.47m-span beam (W16x57 in the figure) so that it will not exceed the allowable shearing stress of the bolts.
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