Problem 2 Design of Shear Members A cantilever beam has a span of 3 m. The beam carries a uniform service load w = 22 kN/m includes the weight of the beam. There is no lateral support other than that at the fixed end. Properties of W 10 x 77 1.5 m. A = 14581 mm² P d = 269.24 mm b = 258.83 mm t = 22.10 mm. tw= 13.46 mm Sx 1408 x 10³ mm³ Zx = 1599 x 103 mm- 3 w = 22 kN/m 3 m. Lp L 2.799 m 13.811 m 3 m Lb = Fy = 345 MPa K= 38.10 mm. E = 200,000 MPa K= 38.1 d=269.24 (K = 38.1 258.83 22.10 h 22.10 a. Determine the value if the service load P due to the max. shear strength of the beam using LRFD. b. Determine the value if the service load P due to the max. shear strength of the beam using LRFD. c. Determine the value of the service load P due to the flexural strength of the beam using LRFD. d. Determine the value of the service load P due to the allowable bending strength of the beam using ASD.
Problem 2 Design of Shear Members A cantilever beam has a span of 3 m. The beam carries a uniform service load w = 22 kN/m includes the weight of the beam. There is no lateral support other than that at the fixed end. Properties of W 10 x 77 1.5 m. A = 14581 mm² P d = 269.24 mm b = 258.83 mm t = 22.10 mm. tw= 13.46 mm Sx 1408 x 10³ mm³ Zx = 1599 x 103 mm- 3 w = 22 kN/m 3 m. Lp L 2.799 m 13.811 m 3 m Lb = Fy = 345 MPa K= 38.10 mm. E = 200,000 MPa K= 38.1 d=269.24 (K = 38.1 258.83 22.10 h 22.10 a. Determine the value if the service load P due to the max. shear strength of the beam using LRFD. b. Determine the value if the service load P due to the max. shear strength of the beam using LRFD. c. Determine the value of the service load P due to the flexural strength of the beam using LRFD. d. Determine the value of the service load P due to the allowable bending strength of the beam using ASD.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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