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Elastic stability of a beam-column: tapered over a portion of length: inertia varying with the 4th power of x (n=4): under a single axial compressive load: base fixed: top supported
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Fig
lunlun1CriticoI1area1I2area2plotcurve
1
specMaterial
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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