SIMPLY-SUPPORTED BEAM WITH DOUBLE OVERHANG AND CONCENTRATED FORCES AT FREE ENDS

SI/Metric Units

INPUT   DATA

Title  

Distance between supports, L m

    

Length of overhang, a m
Modulus of elasticity, E   109N/cm2 
Area moment of inertia, I   cm4
Force applied, F N

       Reset

RESULTS

Variables   Values   Units
 ♦  Maximum Shear force, Vmax 8000.0 N
 ♦  Maximum Bending moment, Mmax   -4000.0N.m  
 ♦  Max tip Deflection, Dmax -0.2367 cm
 ♦  Distance of point of Dmax 2.2 m
 ♦  Max upward Deflection, Du 0.1111 cm
 ♦  Location of Du 1.1 m
 ♦  Reaction force, R1 8000.0 N
 ♦  Reaction force, R2 8000.0 N

Shear Force Diagram




Bending Moment Diagram




Beam Deflection Diagram




       Please move mouse over graph to display values