Fixed  Fixed Beam with Bending Moment Calculator for stress and deflection calculations .
Note : Use dot "." as decimal separator.
Note * : M is positive in clockwise direction as shown in the figure.
Note ** : For second moment of area calculations of structural beams, visit "
Sectional Properties Calculators".
RESULTS 
Parameter 
Value 
Reaction Force 1 [R_{1}] 



Reaction Force 2 [R_{2}] 


Transverse Shear Force @ distance x [V_{x}] 


Maximum Transverse Shear Force [V_{max}] 


Reaction Moment 1 [M_{1}] 



Reaction Moment 2 [M_{2}] 


Moment @ distance x [M_{x}] 


Maximum Moment [M_{max}] 


Slope 1 [θ_{1}] 



Slope 2 [θ_{2}] 


Slope @ distance x [θ_{x}] 


Maximum Slope [θ_{max}] 


End Deflection 1 [y_{1}] 



End Deflection 2 [y_{2}] 


Deflection @ distance x [y_{x}] 


Maximum Deflection [y_{max}] 


Bending Stress @ distance x [σ_{x}] 



Maximum Bending Stress [σ_{max}] 


Note * : R_{1} and R_{2} are vertical end reactions at the left
and right, respectively, and are positive upward. Shear forces and deflections
are positive in upward direction and negative in downward direction. M_{1} and M_{2} are the reaction end moments at the left and right, respectively. All
moments are positive when producing compression on the upper portion of the beam
cross section. All slopes are positive when up and to the right.
Note: Stresses are positive numbers, and these are stress magnitudes in the
beam. It does not distinguish between tension or compression of the structural
beam. This distinction depends on which side of the beam's neutral plane c input
corresponds.
Slope
Deflection
Moment
Shear Force