Asap need right complete solution !!!
Posted: Tue Apr 26, 2022 1:16 pm
Asap need right complete solution !!!
A cantilever beam has a span of 4.4 m. The beam carries a uniform service dead load w = 24.49 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 h 1/2 m. (K = 38.1 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 103 mm3 Zx = 1599 x 103 mm3 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)
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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 103 mm3 Zx = 1599 x 103 mm3 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)