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
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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.
Transcribed Image Text: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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