SIMPLY-SUPPORTED BEAM WITH TRIANGULAR DISTRIBUTED LOAD

SI/Metric Units

INPUT   DATA

Title  

Length, L m

    

Modulus of elasticity, E   109N/m2 
Area moment of inertia, I   cm4
Peak Distributed Force, w N/m

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RESULTS

Variables   Values   Units
 ♦  Maximum Shear force, Vmax 6000.0 N
 ♦  Maximum Bending moment, Mmax   2078.46N.m  
 ♦  Maximum Deflection, Dmax -0.0301 cm
 ♦  Distance of point of Dmax 0.936 m
 ♦  Reaction force, R1 3000.0 N
 ♦  Reaction force, R2 6000.0 N
 ♦  Slope angle, θ1 -0.029 °
 ♦  Slope angle, θ2 0.033 °

Shear Force Diagram




Bending Moment Diagram




Beam Deflection Diagram




       Please move mouse over graph to display values