SIMPLY-SUPPORTED BEAM WITH SINGLE OVERHANG AND UNIFORM DISTRIBUTED LOAD

US Customary Units

INPUT   DATA

Title  

Distance between supports, L ft

    

Length of overhang, a ft
Modulus of elasticity, E   106lb/in2 
Area moment of inertia, I   in4
Distributed Force, w lb

       Reset

RESULTS

Variables   Values   Units
 ♦  Maximum Shear force, Vmax 188.33 lb
 ♦  Maximum Bending moment, Mmax   100.44ft.lb  
 ♦  Maximum Deflection, Dmax -4.0E-4 in
 ♦  Distance of point of Dmax 1.4 ft
 ♦  Max upward Deflection, Du 2.7E-4 in
 ♦  Location of Du 4.0 ft
 ♦  Reaction force, R1 150.7 lb
 ♦  Reaction force, R2 301.3 lb
 ♦  Slope angle, θ1 -0.0020 °
 ♦  Slope angle, θ2 0.0010 °

Shear Force Diagram




Bending Moment Diagram




Beam Deflection Diagram




       Please move mouse over graph to display values