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Question 5: (Consider yielding & rupture limit states only) An L5 x 5 x ½ tension member of A242 steel is connected to a gusset plate with six 4-inch-diameter bolts as shown in Figure P3.3-8. 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 2.0? Use the alternative value of U from AISC Table D3.1. a. Use LRFD. b. Use ASD. L5 x 5 x 2 O O o O O O 5 spaces @ 3". = 15" 12" 12" FIGURE P3.3-8

Question 5: (Consider yielding & rupture limit states only) An L5 x 5 x ½ tension member of A242 steel is connected to a gusset plate with six 4-inch-diameter bolts as shown in Figure P3.3-8. 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 2.0? Use the alternative value of U from AISC Table D3.1. a. Use LRFD. b. Use ASD. L5 x 5 x 2 O O o O O O 5 spaces @ 3". = 15" 12" 12" FIGURE P3.3-8

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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Question 5: (Consider yielding & rupture limit states only) An L5 x 5 x ½ tension member of A242 steel is connected to a gusset plate with six 4-inch-diameter bolts as shown in Figure P3.3-8. 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 2.0? Use the alternative value of U from AISC Table D3.1. a. Use LRFD. b. Use ASD. L5 x 5 x ½ O o o o O O 12" 5 spaces @ 3" 12" = 15" FIGURE P3.3-8
Transcribed Image Text:Question 5: (Consider yielding & rupture limit states only) An L5 x 5 x ½ tension member of A242 steel is connected to a gusset plate with six 4-inch-diameter bolts as shown in Figure P3.3-8. 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 2.0? Use the alternative value of U from AISC Table D3.1. a. Use LRFD. b. Use ASD. L5 x 5 x ½ O o o o O O 12" 5 spaces @ 3" 12" = 15" FIGURE P3.3-8
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