(b)Design a double angle section to carry a tension of 300 kN. The end connection is to be made using M20 bolts of grade 4.6. Assume that the angles are provided on both sides of the gusset plate. The yield and ultimate strengths of the steel are 250 MPa and 410 MPa

(b)Design a double angle section to carry a tension of 300 kN. The end connection is to be made using M20 bolts of grade 4.6. Assume that the angles are provided on both sides of the gusset plate. The yield and ultimate strengths of the steel are 250 MPa and 410 MPa

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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(b)Design a double angle section to carry a tension of 300 kN. The end connection is to be
made using M20 bolts of grade 4.6. Assume that the angles are provided on both sides of the
gusset plate. The yield and ultimate strengths of the steel are 250 MPa and 410 MPa

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