SIMPLY-SUPPORTED BEAM WITH TRIANGULAR DISTRIBUTED LOAD

US Customary Units

INPUT   DATA

Title  

Length, L ft

    

Modulus of elasticity, E   106lb/ft2 
Area moment of inertia, I   in4
Peak Distributed Force, w lb/ft

       Reset

RESULTS

Variables   Values   Units
 ♦  Maximum Shear force, Vmax 1500.0 lb
 ♦  Maximum Bending moment, Mmax   1732.05ft.lb  
 ♦  Maximum Deflection, Dmax -0.013 in
 ♦  Distance of point of Dmax 3.12 ft
 ♦  Reaction force, R1 750.0 lb
 ♦  Reaction force, R2 1500.0 lb
 ♦  Slope angle, θ1 -0.031 °
 ♦  Slope angle, θ2 0.035 °

Shear Force Diagram




Bending Moment Diagram




Beam Deflection Diagram




       Please move mouse over graph to display values