A single angle L 65 x 50 x 5 is connected to a 10mm gusset plate with 18mm diameter bolts. The gusset plate and the angle are A36 steel with Fy 250 MPa and Fu 400MPA. Determine the design capacity of the given tension member (in kN). Assume that the effective net area is 85% of the computed net area. Assume that the slenderness requirement is satisfied and the gusset plate & connection designs are adequate. Use LRFD specifications. T

A single angle L 65 x 50 x 5 is connected to a 10mm gusset plate with 18mm diameter bolts. The gusset plate and the angle are A36 steel with Fy 250 MPa and Fu 400MPA. Determine the design capacity of the given tension member (in kN). Assume that the effective net area is 85% of the computed net area. Assume that the slenderness requirement is satisfied and the gusset plate & connection designs are adequate. Use LRFD specifications. T

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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