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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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