5. Analysis of Tension Members Compute the net area of an L6 x 3 ½ x 3/8 with two lines of 3/4" diameter bolts in the long leg and one line of 3/4" diameter bolts in the short leg. L6x3/2 × 3/8 (A = 3.44 IN ²) Bolts are 3/4"
5. Analysis of Tension Members Compute the net area of an L6 x 3 ½ x 3/8 with two lines of 3/4" diameter bolts in the long leg and one line of 3/4" diameter bolts in the short leg. L6x3/2 × 3/8 (A = 3.44 IN ²) Bolts are 3/4"
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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