The A36 tension member shown in is connected with three 2-in. bolts. Determine its allowable strength considering both block shear and ten- sile capacity. 3/2 in. ++ L6 X 4x (A = 4.75 in.², x for unconnected leg = 0.987 in.) Shear plane. Tension plane T T -2 in. 2 in. 4 in. 4 in.
The A36 tension member shown in is connected with three 2-in. bolts. Determine its allowable strength considering both block shear and ten- sile capacity. 3/2 in. ++ L6 X 4x (A = 4.75 in.², x for unconnected leg = 0.987 in.) Shear plane. Tension plane T T -2 in. 2 in. 4 in. 4 in.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![The A36 tension member shown in
- is connected with three 2-in.
bolts. Determine its allowable strength considering both block shear and ten-
sile capacity.
31/2 in. +
L6 x 4 x 1/ -
(A = 4.75 in.², x for
unconnected leg = 0.987 in.)
Shear plane
Tension plane
T
T
+
- 2/1/2
in.
2 in.
4 in.
4 in.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc5a8e3e8-0b20-4a33-a351-ac6428e90339%2Fedac6565-b6a7-4870-bb21-cd587b2868f4%2Fd12i3pr_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The A36 tension member shown in
- is connected with three 2-in.
bolts. Determine its allowable strength considering both block shear and ten-
sile capacity.
31/2 in. +
L6 x 4 x 1/ -
(A = 4.75 in.², x for
unconnected leg = 0.987 in.)
Shear plane
Tension plane
T
T
+
- 2/1/2
in.
2 in.
4 in.
4 in.
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