s used as a tension member connected on both legs with 20 mm diameter bolts. Given that s = 50 mm, calculate the design strength (kN) by LRFD with the limiting state of tensile fracture at the smallest possible net area. Write your answe
s used as a tension member connected on both legs with 20 mm diameter bolts. Given that s = 50 mm, calculate the design strength (kN) by LRFD with the limiting state of tensile fracture at the smallest possible net area. Write your answe
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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An A36 angle bar is used as a tension member connected on both legs with 20 mm diameter bolts. Given that s = 50 mm, calculate the design strength (kN) by LRFD with the limiting state of tensile fracture at the smallest possible net area. Write your answer to the nearest whole number.
Transcribed Image Text:40
50
L6x 3½x%6
56
1852
62.5
Ag = 1,852 mm2
t = 8 mm
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