SIMPLY-SUPPORTED BEAM WITH CONCENTRATED COUPLE 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
Couple applied N.m

       Reset

RESULTS

Variables   Values   Units
 ♦  Maximum Shear force, Vmax 0.0 N
 ♦  Maximum Bending moment, Mmax   2000.0N.m  
 ♦  Maximum Deflection, Dmax -0.1205 cm
 ♦  Distance of point of Dmax 1.2 m
 ♦  Deflection at loadpoint -0.0723 cm
 ♦  Reaction force, R1 0.0 N
 ♦  Reaction force, R2 0.0 N
 ♦  Slope angle, θ1 0.0 °
 ♦  Slope angle, θ2 0.092 °

Shear Force Diagram




Bending Moment Diagram




Beam Deflection Diagram




       Please move mouse over graph to display values