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Elastic Column Buckling
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Elastic Buckling Calculator for Columns in Framed Systems, a Generalization to The Alignment Charts
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To simulate traditional boundary conditions, kindly use a rotational stiffness of zero for pinned/roller support and 10^6 times the stiffness of the column for fixed/fixed-roller support.
To ignore a supporting beam, simply set its modulus of elasticity or moment of inertia to zero.
1
Modulus of Elasticity of Column
ksi
2
Moment of Inertia of Column
in^4
3
Length of Column
in
4
Inputting Parameters of Supporting Beams?
Yes
No
Beams Parameters Input
5
Modulus of Elasticity of Lower Right Beam
ksi
6
Moment of Inertia of Lower Right Beam
in^4
7
Length of Lower Right Beam
in
8
Support Condition of Far End of Lower Right Beam
Roller
Fixed-Roller
Support Condition
9
Modulus of Elasticity of Lower Left Beam
ksi
10
Moment of Inertia of Lower Left Beam
in^4
11
Length of Lower Left Beam
in
12
Support Condition of Far End of Lower Left Beam
Roller
Fixed-Roller
13
Modulus of Elasticity of Upper Right Beam
ksi
14
Moment of Inertia of Upper Right Beam
in^4
15
Length of Upper Right Beam
in
16
Support Condition of Far End of Upper Right Beam
Roller
Fixed-Roller
17
Modulus of Elasticity of Upper Left Beam
ksi
18
Moment of Inertia of Upper Left Beam
in^4
19
Length of Upper Left Beam
in
20
Support Condition of Far End of Upper Left Beam
Roller
Fixed-Roller
21
Stiffness of Lower Rotational Spring
kip.in
22
Stiffness of Upper Rotational Spring
kip.in
23
Is Sway Permitted?
Yes
No
Sway Condition
24
Number of Buckling Loads/Modes
1
2
3
4
5
Calculate
Calculate & Print PDF
Buckling Mode
Buckling Load (kip)
Effective Length Factor