ctural steel column between the foundation and first floor which supports the beams above. • Analyse the column indicated in the figure below, • Define the grade of steel to be used for the column and determine the column dimensions for satisfying the basic requirements, • Determine a suitable design load on the column, • Check the suitability of the proposed steel column with respect to the combined axial forces and bending moments.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Design an internal structural steel column between the foundation and first floor which supports the beams above. • Analyse the column indicated in the figure below, • Define the grade of steel to be used for the column and determine the column dimensions for satisfying the basic requirements, • Determine a suitable design load on the column, • Check the suitability of the proposed steel column with respect to the combined axial forces and bending moments.
A
Column C
D
-B
10.8 m
Figure 1 (a)
3.6 m
3.6 m
3.6 m
3.6 m
Transcribed Image Text:A Column C D -B 10.8 m Figure 1 (a) 3.6 m 3.6 m 3.6 m 3.6 m
g = 3,8 kN/m?
1,5 kN/m?
Characteristic loads are given
Roof
9 = 4,5 kN/m?
9 = 5,5 kN/m²
3rd Floor
gk =
4,5 kN/m
3 x 3.85 m (typ)
5,0 kN/m?
2nd Floor
9 = 4,5 kN/m?
9 = 5,5 kN/m?
1st Floor
Column C
5.35 m
(Ground
floor level)
pinned bases
Figure 1(b)
Transcribed Image Text:g = 3,8 kN/m? 1,5 kN/m? Characteristic loads are given Roof 9 = 4,5 kN/m? 9 = 5,5 kN/m² 3rd Floor gk = 4,5 kN/m 3 x 3.85 m (typ) 5,0 kN/m? 2nd Floor 9 = 4,5 kN/m? 9 = 5,5 kN/m? 1st Floor Column C 5.35 m (Ground floor level) pinned bases Figure 1(b)
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