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
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Problem 1P
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![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"](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fabd24a26-971b-4027-8bd6-2f541b1a90b3%2F99fe8220-6d64-4e2a-8303-cf0fb0a67e5e%2F76e0hfl_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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"
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