A single-angle tension member, an L3 1⁄2 × 3 1⁄2 × 3⁄8, is connected to a gusset plate with 7⁄8-inch-diameter bolts as shown in the figure. A36 steel is used. Fy = 50 ksi, Fu = 58 ksi, E = 29000 ksi. Ag = 2.50 in^2. Assume that the effective net area is 85% of the computed net area
A single-angle tension member, an L3 1⁄2 × 3 1⁄2 × 3⁄8, is connected to a gusset plate with 7⁄8-inch-diameter bolts as shown in the figure. A36 steel is used. Fy = 50 ksi, Fu = 58 ksi, E = 29000 ksi. Ag = 2.50 in^2. Assume that the effective net area is 85% of the computed net area
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A single-angle tension member, an L3 1⁄2 × 3 1⁄2 × 3⁄8, is connected to a gusset plate with 7⁄8-inch-diameter bolts as shown in the figure. A36 steel is used. Fy = 50 ksi, Fu = 58 ksi, E = 29000 ksi. Ag = 2.50 in^2. Assume that the effective net area is 85% of the computed net area.
![O O O
L3/2 × 3/2 x 3/8
Section](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F85abceb2-180d-4052-99f9-c85434524929%2F362b6d2e-e683-4fca-83c5-921821e6dead%2Fcu5hle_processed.png&w=3840&q=75)
Transcribed Image Text:O O O
L3/2 × 3/2 x 3/8
Section
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