STRUCTURAL ENGINEERING TOOLS
MIXED SUPPORT WITH INTERMEDIATE LOAD (x <=a)
Input
Beam Length
ft
Dist. from Neut. Axis to Ext. Fibers
in
Moment of Inertia
in
4
Load per unit length
lbf/in
Youngs Modulus
PSI
Point of load application
lbf/in
Output
Displacement
in
Max Bending Stress (d <= 0.5858 l)
PSI
Moment
in-lbf
Shear
lbf
Slope
rad
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