For the angular section shown is used as a tension member. Fy = 275 MPa, Fu = 480 MPa and diameter of bolt is 22 mm. Bolt hole is 3mm larger than the bolt diameter. Considering block shear A. Compute the allowable tensile load capacity of the tension member in kN. if the thickness of the angle bar is changed to 9.5mm* 304 405 202 388 455 B. Compute the design tensile load capacity of the tension member in kN.if the thickness of the angle bar is changed to 9.5mm 304 405 202 388 455
For the angular section shown is used as a tension member. Fy = 275 MPa, Fu = 480 MPa and diameter of bolt is 22 mm. Bolt hole is 3mm larger than the bolt diameter. Considering block shear A. Compute the allowable tensile load capacity of the tension member in kN. if the thickness of the angle bar is changed to 9.5mm* 304 405 202 388 455 B. Compute the design tensile load capacity of the tension member in kN.if the thickness of the angle bar is changed to 9.5mm 304 405 202 388 455
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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For the angular section shown is used as a tension member. Fy = 275 MPa, Fu = 480 MPa and diameter of bolt is 22 mm. Bolt hole is 3mm larger than the bolt diameter. Considering block shear
A. Compute the allowable tensile load capacity of the tension member in kN. if the thickness of the angle bar is changed to 9.5mm*
304
405
202
388
455
B. Compute the design tensile load capacity of the tension member in kN.if the thickness of the angle bar is changed to 9.5mm
304
405
202
388
455
Transcribed Image Text:68
51.5
37.5
L 89 x 89 x 9
37.5 90
90
o
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