A simplified critical stress plot is shown using Euler's formula is shown in the figure below. Centric loading and a constant Young's modulus is assumed. The column has pinned supports. Determine the following: 1. The effective slenderness ratio (A) for defining short and long columns 2. The minimum size of d when L = 0.8 m and P = 300 kN (hint: use Euler's formula and yield stress to find the acceptable solution) E = 200 GPa = 250 MPa Ty = L P d d σ (MPa) Oy 0 2 Ocr π᾽Ε (Le/r)² Le/r

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 1.10.1P: An aluminum tube is required to transmit an axial tensile force P = 33 k (sec figure part a). The...
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A simplified critical stress plot is shown using Euler's formula is shown in the figure below. Centric
loading and a constant Young's modulus is assumed. The column has pinned supports.
Determine the following:
1. The effective slenderness ratio (A) for defining short and long columns
2. The minimum size of d when L = 0.8 m and P = 300 kN (hint: use Euler's formula and yield
stress to find the acceptable solution)
E = 200 GPa
= 250 MPa
Ty =
L
P
d d
σ (MPa)
Oy
0
2
Ocr
π᾽Ε
(Le/r)²
Le/r
Transcribed Image Text:A simplified critical stress plot is shown using Euler's formula is shown in the figure below. Centric loading and a constant Young's modulus is assumed. The column has pinned supports. Determine the following: 1. The effective slenderness ratio (A) for defining short and long columns 2. The minimum size of d when L = 0.8 m and P = 300 kN (hint: use Euler's formula and yield stress to find the acceptable solution) E = 200 GPa = 250 MPa Ty = L P d d σ (MPa) Oy 0 2 Ocr π᾽Ε (Le/r)² Le/r
To summarize, the buckling equation for a pin-supported long slender
column is
Per
or
where
Per = critical or maximum axial load on the column just before it begins
to buckle. This load must not cause the stress in the column to
exceed the proportional limit.
E = modulus of elasticity for the material
I= least moment of inertia for the column's cross-sectional area
L = unsupported length of the column, whose ends are pinned
Per
=
For design purposes, the above equation can also be written in terms of
stress, by using I = Ar², where A is the cross-sectional area and r is the
radius of gyration of the cross-sectional area. We have,
P
A
TT²EI
L²
cr
TT²E(Ar²)
L²
o cr=
=
(13-5)
TT²E
(L/r)²
TT²E
(L/r)²
(13-6)
Transcribed Image Text:To summarize, the buckling equation for a pin-supported long slender column is Per or where Per = critical or maximum axial load on the column just before it begins to buckle. This load must not cause the stress in the column to exceed the proportional limit. E = modulus of elasticity for the material I= least moment of inertia for the column's cross-sectional area L = unsupported length of the column, whose ends are pinned Per = For design purposes, the above equation can also be written in terms of stress, by using I = Ar², where A is the cross-sectional area and r is the radius of gyration of the cross-sectional area. We have, P A TT²EI L² cr TT²E(Ar²) L² o cr= = (13-5) TT²E (L/r)² TT²E (L/r)² (13-6)
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