For the tension member shown is made of 12 mm x 240 mm plate attached to gusset plate, Fy = 248 MPa, Fu = 400 MPa and diameter of bolt is 16 mm. Assume that the actual effective area is equal to the actual net area. Compute the design tensile load capacity of the tension member based on fracture or localized rupture failure in kN. * 678 585 622 727

For the tension member shown is made of 12 mm x 240 mm plate attached to gusset plate, Fy = 248 MPa, Fu = 400 MPa and diameter of bolt is 16 mm. Assume that the actual effective area is equal to the actual net area. Compute the design tensile load capacity of the tension member based on fracture or localized rupture failure in kN. * 678 585 622 727

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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