A bridge girder AB on a simple span of length L = 14 m supports a distributed load of maximum intensity q at mid-span and minimum intensity q/2 at supports A and B that includes the weight of the girder (see figure). The girder is constructed of three plates welded to form the cross section shown.
Determine the maximum permissible load q based upon (a) an allowable bending stressallow= 110 MPa and (b) an allowable shear stressallow= 50 MPa.
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