SIMPLY-SUPPORTED BEAM WITH DOUBLE OVERHANG AND UNIFORM DISTRIBUTED LOAD

US Customary Units

SI/Metric Units

INPUT   DATA EXAMPLE Of Input/Output

Title  

Length of beam, L ft

    

Length of each overhang, a ft
Distributed force, F lb/ft


     Reset


OUTPUT   VARIABLES   &   GRAPHS

Variables   Values   Units
 ♦  Maximum Shear force, Vmax lb Graphs:
 Shear force Vs Distance  
 Bending moment Vs Distance  
 ♦  Maximum Bending moment, Mmax   ft.lb  
 ♦  Reaction force, R1 lb
 ♦  Reaction force, R2 lb

THEORY  &   FORMULAE

Bending Of A Straight Elastic Prismatic Beam

Consider a simply-supported slender bar, having a symmetrical double overhang and a load acting vertically and uniformly distributed along its length. The following equations describe the distribution of shear force, bending moment:

    

where
     w = distributed force
     L = length of beam
     a = length of each overhang
     x = distance from left end of beam
     E = modulus of elasticity of beam material
     I = area moment of inertia of cross-sectional area about axis through centroid
     V = shear force
     M = bending moment
     D = deflection
     R1 = vertical reaction at left support
     R2 = vertical reaction at right support

Tips

    ◊ Use link EXAMPLE Of Input/Output  to demo data entry expectations and results; you may edit & use it as starting point

BIBLIOGRAPHY