Xcalcs: Elastic stability of a beam-column: Fixed-fixed

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Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 3rd power of x (n=3): under a single axial compressive load: base fixed: top fixed

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Fig

lun

lun1

Critico

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1

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Material of construction:

2

Young

Elastic modulus of material:

3

gyration2

gyration1

Unit for: Deflection

Gyration radius:

4

sigmacr2

sigmacr1

Unit for: Deflection

Critical stress(elastic):

5

luneff

Beam effective length:

6

snellezza

Beam slenderness:

7

facCrit

facLun

8

formulay1

9

formulay2

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