Deflection in a Cantilever Beam
Beam material
brass
Elastic Modulus (N/m^2)
E
Beam material
105000000000
Beam width (mm)
Elastic Modulus (N/m^2)
18.7
Beam thickness (mm)
I
E
I
E
2.070E+011
Beam width
Buckling of Columns
Column material
Elastic Modulus (N/m2)
Aluminum
6.90E+10
#1
Column width (m)
Column thickness (m)
Area (m2)
Column length (m)
Moment of Inertia XX (m4)
Moment of Inertia YY (m4)
Ra