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

SI/Metric Units

INPUT   DATA

Title  

Distance between supports, L m

    

Length of overhang, a m
Modulus of elasticity, E   109N/m2 
Area moment of inertia, I   cm4
Force applied, F N

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RESULTS

Variables   Values   Units
 ♦  Maximum Shear force, Vmax 2000.0 N
 ♦  Maximum Bending moment, Mmax   -600.0N.m  
 ♦  Maximum Deflection, Dmax -0.0077 cm
 ♦  Distance of point of Dmax 1.3 m
 ♦  Max upward Deflection, Du 0.0038 cm
 ♦  Location of Du 0.577 m
 ♦  Reaction force, R1 -600.0 N
 ♦  Reaction force, R2 2600.0 N
 ♦  Slope angle, θ1 0.0060 °
 ♦  Slope angle, θ2 -0.016 °

Shear Force Diagram




Bending Moment Diagram




Beam Deflection Diagram




       Please move mouse over graph to display values