A Single Angle Tension Member L 4"x4"x 10mm is connected to a gusset plate with 7/8" diameter bolts shown below. A36 Steel is used. The service loads are 30kips DL and 20 kips LL. Investigate this member for compliance with AlISC Specification. Assume that the effective net area is 90% of the computed net area. a) Use LRFD. 1. b) Use ASD. L3/2 x 3'/2 x /8 Section
A Single Angle Tension Member L 4"x4"x 10mm is connected to a gusset plate with 7/8" diameter bolts shown below. A36 Steel is used. The service loads are 30kips DL and 20 kips LL. Investigate this member for compliance with AlISC Specification. Assume that the effective net area is 90% of the computed net area. a) Use LRFD. 1. b) Use ASD. L3/2 x 3'/2 x /8 Section
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![1.
A Single Angle Tension Member L 4"x4"x 10mm is connected to a gusset plate with 7/8"
diameter bolts shown below. A36 Steel is used. The service loads are 30kips DL and 20 kips LL.
Investigate this member for compliance with AISC Specification. Assume that the effective net
area is 90% of the computed net area.
a) Use LRFD.
b) Use ASD.
L3'/½× 3'/½× ³3/8
Section](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F04a17b8f-f754-4879-89bf-041b548ec1c3%2F586d90b0-297f-4f4c-8cec-809a4e621f2e%2Fnp9cwaa_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1.
A Single Angle Tension Member L 4"x4"x 10mm is connected to a gusset plate with 7/8"
diameter bolts shown below. A36 Steel is used. The service loads are 30kips DL and 20 kips LL.
Investigate this member for compliance with AISC Specification. Assume that the effective net
area is 90% of the computed net area.
a) Use LRFD.
b) Use ASD.
L3'/½× 3'/½× ³3/8
Section
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