Solution to Problem 588 | Design for Flexure and Shear

Problem 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.
 

Wide-Flange Simple Beam

 

Solution 588

 
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