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588. The distributed load shown in Fig. P-588 is supported by a wide-flange section of the given dimensions. Determine the maximum value of wo that will not exceed a flexural stress of 10 MPa or a shearing stress of 1.0 MPa. 25 mm wo 250 mm 25 mm- m- m R2 25 mm R1 200 mm- Figure P-588

588. The distributed load shown in Fig. P-588 is supported by a wide-flange section of the given dimensions. Determine the maximum value of wo that will not exceed a flexural stress of 10 MPa or a shearing stress of 1.0 MPa. 25 mm wo 250 mm 25 mm- m- m R2 25 mm R1 200 mm- Figure P-588

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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588. The distributed load shown in Fig. P-588 is supported by a wide-flange section of the given dimensions. Determine the maximum value of wo that will not exceed a flexural stress of 10 MPa or a shearing stress of 1.0 MPa. 25 mm wo 250 mm 25 mm- m- m R2 25 mm R1 200 mm- Figure P-588
Transcribed Image Text:588. The distributed load shown in Fig. P-588 is supported by a wide-flange section of the given dimensions. Determine the maximum value of wo that will not exceed a flexural stress of 10 MPa or a shearing stress of 1.0 MPa. 25 mm wo 250 mm 25 mm- m- m R2 25 mm R1 200 mm- Figure P-588
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