The bracing for the moment-resisting frame used a channel section. Determine if the channel is adequate for the applied tension load of Pd = 127 kN and PL = 113 kN. The channel is ASTM A36 (Fy = 248 MPa, Fu = 400 MPa) steel and is connected with four 16 mm diameter bolts. a) LRFD b) ASD 38 100 38 NOTE: All dimensions are in mm 50 C8x11.5 -9.5 mm gusset plate

The bracing for the moment-resisting frame used a channel section. Determine if the channel is adequate for the applied tension load of Pd = 127 kN and PL = 113 kN. The channel is ASTM A36 (Fy = 248 MPa, Fu = 400 MPa) steel and is connected with four 16 mm diameter bolts. a) LRFD b) ASD 38 100 38 NOTE: All dimensions are in mm 50 C8x11.5 -9.5 mm gusset plate

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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