PLEASE ANSWER ALL ASAP 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 actualnet area.-4-16MM DIA. BOLTSPL 12mm x 240 mmCompute the design tensile load capacity of the tension member based onfracture or localized rupture failure in kN. *583Compute the allowable tensile load capacity of the tension member based onfracture or localized rupture failure in kN. *466

Plate size 12 x 240 mm,Fy = Yield strength of steel = 248 MPaFu = Ultimate strength of steel = 400…

Answered: For the tension member shown is made of…

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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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.