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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.

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.

Structural Analysis
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. -4-16MM DIA. BOLTS PL 12mm x 240 mm Compute the design tensile load capacity of the tension member based on fracture or localized rupture failure in kN. * 583 Compute the allowable tensile load capacity of the tension member based on fracture or localized rupture failure in kN. * 466
Transcribed Image Text: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. -4-16MM DIA. BOLTS PL 12mm x 240 mm Compute the design tensile load capacity of the tension member based on fracture or localized rupture failure in kN. * 583 Compute the allowable tensile load capacity of the tension member based on fracture or localized rupture failure in kN. * 466
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