Uuestion 1: Calculate the axial load of spiral column with respect to first and second peaks. Materials usedare C25 and S420 for longitudinal bars of 8- 024 and for spirals. Use the design strength of concrete andsteel.2. A, fywk0, =D (s)4. AoP. =D (s)fa = f+4.0-0,GAPfa 4.f ynk (Amin p, = 0.45., min p, = 0.12.ywkD=550 mmH=600 mmSpiral : 010/85 mm200 mm

the values and figure given in the question are as follows:- characteristic strength of…

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e the axial load of spiral column with respect to first and sece

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.7.10P: Three round, copper alloy bars having the same length L but different shapes are shown, in the...

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Concept explainers

Buckling of columns

The column is described as a vertical member of the structure that carries an axial compressive load, and buckling is a lateral deformation of the column under the application of load.

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Uuestion 1: Calculate the axial load of spiral column with respect to first and second peaks. Materials used
are C25 and S420 for longitudinal bars of 8- 024 and for spirals. Use the design strength of concrete and
steel.
2. A, fywk
0, =
D (s)
4. Ao
P. =
D (s)
fa = f+4.0-0,
GAP
fa 4.
f ynk (A
min p, = 0.45.
, min p, = 0.12.
ywk
D=550 mm
H=600 mm
Spiral : 010/85 mm
200 mm

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