An H-section beam with unequal flanges is subjected to a vertical load P (Fig. P5.25).Th...

An H-section beam with unequal flanges is subjected to a vertical load P (Fig. P5.25).The following assumptions are applicable:

1. The total resisting shear occurs in the flanges.

2. The rotation of a plane section during bending occurs about the symmetry axis so that the radii of curvature of both flanges are equal. Determine the location of the shear center S.