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s used as a tension member connected on both legs with 22 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.  Ag = 1,852 mm2 t = 8 mm

s used as a tension member connected on both legs with 22 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.  Ag = 1,852 mm2 t = 8 mm

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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An A36 angle bar is used as a tension member connected on both legs with 22 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. 

Ag = 1,852 mm2

t = 8 mm

40 [L6× 3½x%] 56 1852 62.5
Transcribed Image Text:40 [L6× 3½x%] 56 1852 62.5
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