SIMPLY-SUPPORTED BEAM WITH CONCENTRATED FORCE AT INTERMEDIATE POINT

US Customary Units

INPUT   DATA

Title  

Length, L ft

    

Loadpoint distance, 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 7500.0 lb
 ♦  Maximum Bending moment, Mmax   15000.0ft.lb  
 ♦  Maximum Deflection, Dmax -1.0733 in
 ♦  Distance of point of Dmax 4.472 ft
 ♦  Deflection at loadpoint -0.864 in
 ♦  Reaction force, R1 2500.0 lb
 ♦  Reaction force, R2 7500.0 lb
 ♦  Slope angle, θ1 -1.718 °
 ♦  Slope angle, θ2 2.405 °

Shear Force Diagram




Bending Moment Diagram




Beam Deflection Diagram




       Please move mouse over graph to display values