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Fixed-fixed beam - Uniformly distributed load Calculator













Formula

Quantity Formula
Deflection yAB yAB=w0x2(Lx)224EI
Slope θAB θAB=w0x12EI(L23Lx+2x2)
Moment MAB MAB=w012(L26Lx+6x2)
Shear VAB VAB=w02(L2x)
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
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