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AW 610 x 155 beam has two cover plates 400 x 20 mm thick placed on top and bottom of the section. The beam carries a uniformly distributed load of 73 kN/m including its own weight and a concentrated load of 890 kN acting at the midspan of the 6 m span. If the diameter of the rivets used is 22 mm, determine the spacing of the rivets if the allowable shearing stress of one rivet is 103 MPa and an allowable bearing stress of 248 MPa. Properties of W 610 x 155 A = 19700 mm² tw = 12.7 mm Sy = 666 x 10³ mm³ d = 611 mm Ix = 1290 x 106 mm² rx = 256 mm bf = 324 mm ly = 108 x 106 mm² ry = 73.9 mm tf = 19 mm Sx = 44.20 x 10³ mm³ w = 154.9 kg/m

AW 610 x 155 beam has two cover plates 400 x 20 mm thick placed on top and bottom of the section. The beam carries a uniformly distributed load of 73 kN/m including its own weight and a concentrated load of 890 kN acting at the midspan of the 6 m span. If the diameter of the rivets used is 22 mm, determine the spacing of the rivets if the allowable shearing stress of one rivet is 103 MPa and an allowable bearing stress of 248 MPa. Properties of W 610 x 155 A = 19700 mm² tw = 12.7 mm Sy = 666 x 10³ mm³ d = 611 mm Ix = 1290 x 106 mm² rx = 256 mm bf = 324 mm ly = 108 x 106 mm² ry = 73.9 mm tf = 19 mm Sx = 44.20 x 10³ mm³ w = 154.9 kg/m

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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A W 610 x 155 beam has two cover plates 400 x 20 mm thick placed on top and bottom of the section. The beam carries a uniformly distributed load of 73 kN/m including its own weight and a concentrated load of 890 kN acting at the midspan of the 6 m span. If the diameter of the rivets used is 22 mm, determine the spacing of the rivets if the allowable shearing stress of one rivet is 103 MPa and an allowable bearing stress of 248 MPa. Properties of W 610 x 155 A = 19700 mm² tw = 12.7 mm Sy = 666 x 10³ mm³ d = 611 mm Ix = 1290 x 106 mm4 rx = 256 mm bf = 324 mm ly = 108 x 106 mm4 ry = 73.9 mm tf = 19 mm Sx = 44.20 x 10³ mm³ w = 154.9 kg/m
Transcribed Image Text:A W 610 x 155 beam has two cover plates 400 x 20 mm thick placed on top and bottom of the section. The beam carries a uniformly distributed load of 73 kN/m including its own weight and a concentrated load of 890 kN acting at the midspan of the 6 m span. If the diameter of the rivets used is 22 mm, determine the spacing of the rivets if the allowable shearing stress of one rivet is 103 MPa and an allowable bearing stress of 248 MPa. Properties of W 610 x 155 A = 19700 mm² tw = 12.7 mm Sy = 666 x 10³ mm³ d = 611 mm Ix = 1290 x 106 mm4 rx = 256 mm bf = 324 mm ly = 108 x 106 mm4 ry = 73.9 mm tf = 19 mm Sx = 44.20 x 10³ mm³ w = 154.9 kg/m
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