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A cantilever beam has a span of 4 m. The beam is A36 steel with Fy 248 MPa. The beam is not restrained against

A cantilever beam has a span of 4 m. The beam is A36 steel with Fy 248 MPa. The beam is not restrained against lateral buckling. The beam is 5 480 x 104. Properties of S 460 x 104 d=457 mm) b= 159 mm S,= 1,690 x 10 mm fr = 38 mm L=18.1 mm = 17.6 mm 1. What is the maximum allowable flexural stress of the beamn, in MPa? 2: What is the maximum load P in KN that can be applied at the free end? 3: What is the value of the web shear stress of the beam?

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