SIMPLY-SUPPORTED BEAM WITH CONCENTRATED FORCE AT INTERMEDIATE POINT

SI/Metric Units

INPUT   DATA

Title  

Length, L m

    

Loadpoint distance, a m
Modulus of elasticity, E   109N/m2 
Area moment of inertia, I   m4
Force applied, F N

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RESULTS

Variables   Values   Units
 ♦  Maximum Shear force, Vmax 30000.0 N
 ♦  Maximum Bending moment, Mmax   30000.0N.m  
 ♦  Maximum Deflection, Dmax -5.2331 cm
 ♦  Distance of point of Dmax 1.633 m
 ♦  Deflection at loadpoint -4.8069 cm
 ♦  Reaction force, R1 15000.0 N
 ♦  Reaction force, R2 30000.0 N
 ♦  Slope angle, θ1 -2.752 °
 ♦  Slope angle, θ2 3.439 °

Shear Force Diagram




Bending Moment Diagram




Beam Deflection Diagram




       Please move mouse over graph to display values