SIMPLY-SUPPORTED BEAM WITH CONCENTRATED COUPLE 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
Couple applied, C ft.lb

       Reset

RESULTS

Variables   Values   Units
 ♦  Maximum Shear force, Vmax 1250.0 lb
 ♦  Maximum Bending moment, Mmax   10000.0ft.lb  
 ♦  Maximum Deflection, Dmax 0.6308 in
 ♦  Distance of point of Dmax 6.6 ft
 ♦  Deflection at loadpoint 0.447 in
 ♦  Reaction force, R1 1250.0 lb
 ♦  Reaction force, R2 -1250.0 lb
 ♦  Slope angle, θ1 0.401 °
 ♦  Slope angle, θ2 -0.801 °

Shear Force Diagram




Bending Moment Diagram




Beam Deflection Diagram




       Please move mouse over graph to display values