SIMPLY-SUPPORTED BEAM WITH SINGLE OVERHANG AND A CONCENTRATED FORCE AT FREE END

US Customary Units

INPUT   DATA

Title  

Distance between supports, L ft

    

Length of overhang, a ft
Modulus of elasticity, E   106lb/in2 
Area moment of inertia, I   in4
Force applied, F lb

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RESULTS

Variables   Values   Units
 ♦  Maximum Shear force, Vmax 450.0 lb
 ♦  Maximum Bending moment, Mmax   -450.0ft.lb  
 ♦  Maximum Deflection, Dmax -0.0029 in
 ♦  Distance of point of Dmax 4.0 ft
 ♦  Max upward Deflection, Du 0.0012 in
 ♦  Location of Du 1.732 ft
 ♦  Reaction force, R1 -150.0 lb
 ♦  Reaction force, R2 600.0 lb
 ♦  Slope angle, θ1 0.0050 °
 ♦  Slope angle, θ2 -0.015 °

Shear Force Diagram




Bending Moment Diagram




Beam Deflection Diagram




       Please move mouse over graph to display values