Determine the allowable (ASD) tensile strength (kN) of the angle shown. The plane of connection lies on the long leg only. The yield strength is 345 MPa while the ultimate tensile strength is 483 MPa. Neglect block shear strength. The angle is L178X102X12.7. The pitch and the gage of the 20 mm diameter holes are 50 mm and 75 mm respectively.
Determine the allowable (ASD) tensile strength (kN) of the angle shown. The plane of connection lies on the long leg only. The yield strength is 345 MPa while the ultimate tensile strength is 483 MPa. Neglect block shear strength. The angle is L178X102X12.7. The pitch and the gage of the 20 mm diameter holes are 50 mm and 75 mm respectively.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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