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An angle L5x5x% tension member of A36 steel is connected to a gusset plate with six 3/4-inch diameter bolts as shown in Figure 3. If the member is subject to dead load and live load only, what is the maximum total service load that can be applied if the ratio of live load to dead load is 3.0? Use the alternative value of U from AISC Table D3.1. L5x5x% 1/2" Jefe H 5 spaces @ 3". = 15" 1/2"

An angle L5x5x% tension member of A36 steel is connected to a gusset plate with six 3/4-inch diameter bolts as shown in Figure 3. If the member is subject to dead load and live load only, what is the maximum total service load that can be applied if the ratio of live load to dead load is 3.0? Use the alternative value of U from AISC Table D3.1. L5x5x% 1/2" Jefe H 5 spaces @ 3". = 15" 1/2"

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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An angle L5×5×% tension member of A36 steel is connected to a gusset plate with six 3/4-inch diameter bolts as shown in Figure 3. If the member is subject to dead load and live load only, what is the maximum total service load that can be applied if the ratio of live load to dead load is 3.0? Use the alternative value of U from AISC Table D3.1. L5X5X% 1/2" Jefe H 5 spaces @ 3" = 15" 1/2"
Transcribed Image Text:An angle L5×5×% tension member of A36 steel is connected to a gusset plate with six 3/4-inch diameter bolts as shown in Figure 3. If the member is subject to dead load and live load only, what is the maximum total service load that can be applied if the ratio of live load to dead load is 3.0? Use the alternative value of U from AISC Table D3.1. L5X5X% 1/2" Jefe H 5 spaces @ 3" = 15" 1/2"
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