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

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.3.4P

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Two plates each with thickness t = 16 mm are bolted together with 6 – 22 mm diameter bolts forming a lap connection. Bolt spacing are as follows: S1 = 40 mm, S2 = 80 mm, S3 = 100 mm. Bolt hole diameter = 25 mm. Using A36 steel having Fy = 248 MPa and Fu = 400 MPa. P P S - P S2 S2 DETERMINE: 1. Determine the allowable load Pa based on bearing at bolt holes. (ASD) 2. Determine the ultimate load Pu based on block shear.
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