A steel beam 10 m long is fixed at both ends and carries a superimposed uniformly distributed load of 25 kN/m. The beam is W18x46 whose relevant properties are shown below. Properties of W18x46 = 153.9 mm Flange width, br Flange thickness, tr Overall depth, d = 15.4 mm = 458.7 mm Web thickness, tw = 9.1 mm Beam weight = 68.5 kg/m Moment of inertia, Ix = 296,357x10³ mm Which of the following most nearly gives the maximum bending stress in the beam? a. 165.56 MPa C. 161.23 MPa b. 157.40 MPa d. 152.81 MPa Which of the following most nearly gives the average shear stress in the web? a. 30.75 MPa C. 34.92 MPa b. 33.58 MPa d. 36.74 MPa Which of the following most nearly gives the maximum shear stress in the beam? 36.74 MPa a. 34.92 MPa C. b. 30.75 MPa d. 33.58 MPa Situation 23: 80. 81. 82.
A steel beam 10 m long is fixed at both ends and carries a superimposed uniformly distributed load of 25 kN/m. The beam is W18x46 whose relevant properties are shown below. Properties of W18x46 = 153.9 mm Flange width, br Flange thickness, tr Overall depth, d = 15.4 mm = 458.7 mm Web thickness, tw = 9.1 mm Beam weight = 68.5 kg/m Moment of inertia, Ix = 296,357x10³ mm Which of the following most nearly gives the maximum bending stress in the beam? a. 165.56 MPa C. 161.23 MPa b. 157.40 MPa d. 152.81 MPa Which of the following most nearly gives the average shear stress in the web? a. 30.75 MPa C. 34.92 MPa b. 33.58 MPa d. 36.74 MPa Which of the following most nearly gives the maximum shear stress in the beam? 36.74 MPa a. 34.92 MPa C. b. 30.75 MPa d. 33.58 MPa Situation 23: 80. 81. 82.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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