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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. 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
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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Subject: Steel Design (civil engineering)

-4-16MM DIA. BOLTS PL 12mm x 240 mm
Transcribed Image Text:-4-16MM DIA. BOLTS PL 12mm x 240 mm
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 Compute the allowable tensile load capacity of the tension member based on fracture or localized rupture failure in kN. * 485 433 464 412
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. Compute the design tensile load capacity of the tension member based on fracture or localized rupture failure in kN. * 678 585 622 727 Compute the allowable tensile load capacity of the tension member based on fracture or localized rupture failure in kN. * 485 433 464 412
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