The tension member shown in the figure below is a ¹/2 x 10 plate of A36 steel: Fy = 36 ksi, Fu = 58 ksi. The connection is with 9/8-inch-diameter bolts. ---| 21 |eine|eine| 21 |-- 6 spaces @2" t = 1/2 in. Compute the nominal strength based on the net section. (Express your answer to three significant figures.) P₁ = kips
The tension member shown in the figure below is a ¹/2 x 10 plate of A36 steel: Fy = 36 ksi, Fu = 58 ksi. The connection is with 9/8-inch-diameter bolts. ---| 21 |eine|eine| 21 |-- 6 spaces @2" t = 1/2 in. Compute the nominal strength based on the net section. (Express your answer to three significant figures.) P₁ = kips
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The tension member shown in the figure below is a ¹/2 x 10 plate of A36 steel: Fy = 36 ksi, Fu = 58 ksi. The connection is with 9/8-inch-diameter bolts.
-→| 20 |einetein | 21 |
6 spaces
@2"
t = 1/2 in.
Compute the nominal strength based on the net section.
(Express your answer to three significant figures.)
P₁ =
kips](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe57e3221-cf8e-44aa-b635-4c76663b58da%2Fa2b16da9-9101-4289-8544-2786db7c39d7%2F8bkinwj_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The tension member shown in the figure below is a ¹/2 x 10 plate of A36 steel: Fy = 36 ksi, Fu = 58 ksi. The connection is with 9/8-inch-diameter bolts.
-→| 20 |einetein | 21 |
6 spaces
@2"
t = 1/2 in.
Compute the nominal strength based on the net section.
(Express your answer to three significant figures.)
P₁ =
kips
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