SIMPLY-SUPPORTED BEAM WITH SINGLE OVERHANG AND UNIFORM DISTRIBUTED LOAD

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
Distributed Force, w N

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RESULTS

Variables   Values   Units
 ♦  Maximum Shear force, Vmax 839.3 N
 ♦  Maximum Bending moment, Mmax   159.41N.m  
 ♦  Maximum Deflection, Dmax -0.0015 cm
 ♦  Distance of point of Dmax 0.455 m
 ♦  Max upward Deflection, Du 0.00106 cm
 ♦  Location of Du 1.3 m
 ♦  Reaction force, R1 700.7 N
 ♦  Reaction force, R2 1301.3 N
 ♦  Slope angle, θ1 -0.0030 °
 ♦  Slope angle, θ2 0.0020 °

Shear Force Diagram




Bending Moment Diagram




Beam Deflection Diagram




       Please move mouse over graph to display values