A wide-flange steel (E = 200 GPa and G = 77.5 GPa) I-beam has a depth of 300 mm. web thickness οf 15 mm, flange width of 270 mm, flange thickness of 20 mm, and length of 8.00 m. The I-beam is fixed at one end and free at the other end. A twisting moment T = 7.00 kN • m is applied at the free end.
Determine the maximum normal stress and maximum shear stress in the I-beam and the angle of rotation β of the free end of the I-beam.
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