A 5.0 m high steel stanchion is fixed at the base and connected to a roof truss at the top. Design the stanchion as a battened column consisting of two l-sections placed at suitable spacing to support a factored axial load of 2000 kN. Take the grade of structural steel as Fe410. Also design the welded connection.

A 5.0 m high steel stanchion is fixed at the base and connected to a roof truss at the top. Design the stanchion as a battened column consisting of two l-sections placed at suitable spacing to support a factored axial load of 2000 kN. Take the grade of structural steel as Fe410. Also design the welded connection.

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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A 5.0 m high steel stanchion is fixed at the base
and connected to a roof truss at the top. Design
the stanchion as a battened column consisting of
two l-sections placed at suitable spacing to
support a factored axial load of 2000 kN. Take the
grade of structural steel as Fe410. Also design the
welded connection.

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