Fixed-fixed beam - Uniformly distributed load Calculator
Formula

Quantity |
Formula |
Deflection yAB |
yAB=−w0x2(L−x)224EI |
Slope θAB |
θAB=−w0x12EI(L2−3Lx+2x2) |
Moment MAB |
MAB=−w012(L2−6Lx+6x2) |
Shear VAB |
VAB=w02(L−2x) |
Reactions RA and RB |
RA=RB=w0L2 |
Definitions
Symbol |
Physical quantity |
Units |
E·I |
Flexural rigidity |
N·m², Pa·m⁴ |
y |
Deflection or deformation |
m |
θ |
Slope, Angle of rotation |
- |
x |
Distance from support (origin) |
m |
L |
Length of beam (without overhang) |
m |
M |
Moment, Bending moment, Couple moment applied |
N·m |
P |
Concentrated load, Point load, Concentrated force |
N |
w |
Distributed load, Load per unit length |
N/m |
R |
Reaction load, reaction force |
N |
V |
Shear force, shear |
N |