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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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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