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Using an allowable stress of 155 MPa, determine the largest bending moment M that can be applied to the wide-flange beam shown. Neglect the effect of fillets. 200 mm 12 mm M I -8 mm 12 mm 220 mm Fig. P4.3 Solve Prob. 4.3, assuming that the wide-flange beam is bent about the y axis by a couple of moment My.

Using an allowable stress of 155 MPa, determine the largest bending moment M that can be applied to the wide-flange beam shown. Neglect the effect of fillets. 200 mm 12 mm M I -8 mm 12 mm 220 mm Fig. P4.3 Solve Prob. 4.3, assuming that the wide-flange beam is bent about the y axis by a couple of moment My.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter9: Application Of Influence Lines
Section: Chapter Questions
Problem 11P
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Using an allowable stress of 155 MPa, determine the largest bending moment M that can be applied to the wide-flange beam shown. Neglect the effect of fillets. 200 mm 12 mm M I -8 mm 12 mm 220 mm Fig. P4.3 Solve Prob. 4.3, assuming that the wide-flange beam is bent about the y axis by a couple of moment My.
Transcribed Image Text:Using an allowable stress of 155 MPa, determine the largest bending moment M that can be applied to the wide-flange beam shown. Neglect the effect of fillets. 200 mm 12 mm M I -8 mm 12 mm 220 mm Fig. P4.3 Solve Prob. 4.3, assuming that the wide-flange beam is bent about the y axis by a couple of moment My.
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