A column C1 is pinned at both ends and is located on the first floor.a) Determine the axial load acting on column C1 located on the ground floor as shown in fig 1a and fig 1b. b) Determine the critical load it can support before buckling.Assume b=0.33m , d=0.23m 1)Span "L" in metreHeight (H1) in metreLive Load on the slab (kN/m2)Truss Height (H2) in metreW(kN)6.23.1357.682.348.00E (Concrete) MPaE (Truss) GPa26211197Slab thickness in 'mm'136Truss Area (mm2)|3402 R0.5 L1.2AColumn C1FE

As per the ACI 314, we have to find out the calculate the following Live load dead load The…

Span "L" in metre Height (H1) in metre Live Load on the slab (kN/m2) 6.2 3.135 7.68 Truss Height (H2) in metre W(kN) E (Concrete) MPa E (Truss) GPa Slab thickness in 'mm' 2.3 48.00 26211 197 136 Truss Area (mm2) |3402

Span "L" in metre Height (H1) in metre Live Load on the slab (kN/m2) 6.2 3.135 7.68 Truss Height (H2) in metre W(kN) E (Concrete) MPa E (Truss) GPa Slab thickness in 'mm' 2.3 48.00 26211 197 136 Truss Area (mm2) |3402

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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Concept explainers

Structural components of framed construction

It is a rigid and stable framework of structures that consists of structural members like slabs, beams, and columns that can resist the deformation due to the self-weight and high external loads and transfer the applied loads safely to the substructure and consecutively to the ground. It is made of different materials, such as reinforced concrete, steel, and wood. In ancient days, load-bearing structures were used to build houses and houses were built using load-bearing walls.

Question

A column C1 is pinned at both ends and is located on the first floor.

a) Determine the axial load acting on column C1 located on the ground floor as shown in fig 1a and fig 1b.

b) Determine the critical load it can support before buckling.

Assume b=0.33m , d=0.23m

1)
Span "L" in metre
Height (H1) in metre
Live Load on the slab (kN/m2)
Truss Height (H2) in metre
W(kN)
6.2
3.135
7.68
2.3
48.00
E (Concrete) MPa
E (Truss) GPa
26211
197
Slab thickness in 'mm'
136
Truss Area (mm2)
|3402

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