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Ch05-PS02 Excel.xlsx - CH5-PS02 Question 1 Inputs Sy (MPa)...

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CH5-PS02Question 1InputsTable ValuesSy (MPa)350Modulus of Steel2.10E+05Length (mm)871Diameter (mm)65Safety Factor (n)5lamda53.6lamda_c108.827961854053Critical Stress (MPa)3.08E+02Axial Compressive Load, P (N)204,108.50Axial Compressive Load, P (kN)204.108498282287AnswerQuestion 2InputsConversionsTable ValuesSy (MPa)350Modulus of Steel210000.00Length (mm)8690.869Diameter (mm)750.075Safety Factor (n)3Area0.004417864669111I1.553155547734E-06Compressive Load (N)0.515417544729575515.4175447Le0.4345Fb (N)17.0517051.17968Question 3InputsTable ValuesSy (ksi)42E of Steel30000000.00Safety Factor (n)5Length (in)177.6I_11 (in^4)2.7

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Term
Fall
Professor
N/A
Tags
Buckling, axial compressive load

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