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## Homework Statement

Density : 7833,000 kg/m^3

Coef. of Thermal Exp. : 0,0000 /C

Thermal Conductivity : 0,032 kW/m-C

Specific Heat : 481,000 J/kg-C

Modulus of Elasticity : 199947953,000 kPa

Poisson's Ratio : 0,290

Yield Stress : 262000,766 kPa

Ultimate Stress : 358527,364 kPa

Elongation % : 0,000

Mass :1879,920 kg

Volume :240000000,000 mm^3

Area : 3040000,00 mm^2

Center of Mass = Center of Volume = 1000 mm (Y direction)

Mass Moments of Inertia :

Ixx = 2531,626 kg-m^2

Iyy = 39,165 kg-m^2

Izz = 2520,659 kg-m^2

Principal Moments of Inertia :

I1 = 651,706 kg-m^2

I2 = 640,739 kg-m^2

I3 = 39,165 kg-m^2

Radii of Giration :

K1 = 588,78 mm

K2 = 583,81 mm

K3 = 144,34 mm

Tekhnical Drawing : Rectangular Beam (0,3 m x 0,4 m x 2 m)

## Homework Equations

Stress = MC/I