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An L 6 x 4 x 5/8 tension member of A36 steel is connected to a gusset plate with 25-mm diameter bolts, as shown. It subjected to the following service loads: Dead Load = 220 kN Live Load = 440 kN Wind Load = 196 kN Use Equation 3.1 to obtain the value of U and verify the adequacy of this member based on ASD. L6 X 4 X 5 41- Littl 57 mm 150 mm mm 40 mm O O 8-25-mm diam bolts ооо 75 mm 75 mm 75 mm 40 mm 75

An L 6 x 4 x 5/8 tension member of A36 steel is connected to a gusset plate with 25-mm diameter bolts, as shown. It subjected to the following service loads: Dead Load = 220 kN Live Load = 440 kN Wind Load = 196 kN Use Equation 3.1 to obtain the value of U and verify the adequacy of this member based on ASD. L6 X 4 X 5 41- Littl 57 mm 150 mm mm 40 mm O O 8-25-mm diam bolts ооо 75 mm 75 mm 75 mm 40 mm 75

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 L 6 x 4 x 5/8 tension member of A36 steel is connected to a gusset plate with 25-mm diameter bolts, as shown. It subjected to the following service loads: Dead Load = 220 kN Live Load = 440 kN Wind Load = 196 kN Use Equation 3.1 to obtain the value of U and verify the adequacy of this member based on ASD. L6 X 4 X 5 F- 57 mm 65 mm mm oo O 8-25-mm diam bolts оо O O tot t 75 mm 75 mm 75 mm 40 mm TU
Transcribed Image Text:An L 6 x 4 x 5/8 tension member of A36 steel is connected to a gusset plate with 25-mm diameter bolts, as shown. It subjected to the following service loads: Dead Load = 220 kN Live Load = 440 kN Wind Load = 196 kN Use Equation 3.1 to obtain the value of U and verify the adequacy of this member based on ASD. L6 X 4 X 5 F- 57 mm 65 mm mm oo O 8-25-mm diam bolts оо O O tot t 75 mm 75 mm 75 mm 40 mm TU
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