A wide flange section has the following properties. A = 6645 mm2 bf = 152.40 mm tf = 10.80 mm %3D d = 449.58 mm tw = 7.62 mm de Fy = 250 MPa Compute the plastic moment about the X-axis. (kN-m)
A wide flange section has the following properties. A = 6645 mm2 bf = 152.40 mm tf = 10.80 mm %3D d = 449.58 mm tw = 7.62 mm de Fy = 250 MPa Compute the plastic moment about the X-axis. (kN-m)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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