Determine the design (LRFD) tensile strength (kN) of the angle shown based on fracture on net area. The plane of connection lies on the long leg only. The yield strength is 248 MPa while the ultimate tensile strength is 400 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. O O O

Determine the design (LRFD) tensile strength (kN) of the angle shown based on fracture on net area. The plane of connection lies on the long leg only. The yield strength is 248 MPa while the ultimate tensile strength is 400 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. O O O

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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