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A cantilever beam has a span of 5.55 m. The beam carries a uniform service dead load w = 24.9 kN/m includes the weight of the beam. There is no lateral support other than that at the fixed end (left side). P w = w kN/m 258.83 22.10 K = 38.1 d=269.24 1/2 m. CK = 38.1 L 22.10 Properties of W 10 x 77 A - 14581 mm2 d - 269.24 mm bf - 258.83 mm tf = 22.10 mm tw = 13.46 mm Sx = 1408 x 10 mm
Properties of W 1017 A = 14581 mm2 d = 269.24 mm bf = 258.83 mm tf = 22.10 mm tw - 13.46 mm Sx = 1408 x 103 mm3 Zx = 1599 x 103 mm Lp = 2.799 m Lr = 13.811 m Lb - 3 m Fy = 345 MPa k - 38.10 mm E = 200,000 MPa > Determine the maximum value of service live load P due to max. shear strength of the beam using LRFD (kN)