FIXED STRUCTURAL BEAM WITH CONCENTRATED LOAD AT ANY POINT

Following calculator has been developed to find forces, moments, stresses, deflections and slopes in structural beam for a specific case which is concentrated loading of a structural beam whose both ends are fixed. Concentrated load can be applied at any point of the structural beam.

Note: For more information on shear, moment, slope and deflection calculations for different end constraints, please refer to "Beams; Flexure of Straight Bars" chapter of Roark's Formulas for Stress and Strain.

Calculator:

Fixed Beam with Concentrated Load
INPUT PARAMETERS
Parameter Symbol Value Unit
Load * P
Beam Length  L
Distance a a
Distance x x
Modulus of Elasticity E
Distance from neutral axis to extreme fibers c
Second moment of area **

Note : Use dot "." as decimal separator.

Note * : P is positive in downward direction as shown in the figure and negative in upward direction.

Note ** : For second moment of area calculations of structural beams, visit " Sectional Properties Calculators".

 


RESULTS
Parameter Symbol Value Unit
Reaction Force 1  R1 ---
Reaction Force 2 R2 ---
Transverse Shear Force
@ distance x
Vx ---
Maximum Transverse
 Shear Force
Vmax ---
Reaction Moment 1 M1 ---
Reaction Moment 2  M2 ---
Moment @ distance x Mx ---
Maximum Moment Mmax ---
Slope 1  θ1 ---
Slope 2 θ2 ---
Slope
@ distance x
θx ---
Maximum Slope θmax ---
End Deflection 1 y1 ---
End Deflection 2 y2 ---
Deflection @ distance x yx ---
Maximum Deflection ymax ---
Bending Stress @ distance x σx ---
Maximum Bending Stress σmax ---

Note * : R1 and R2 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. M1 and M2 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

Definitions:

Distributed load: A load which acts evenly over a structural member or over a surface that supports the load.

Fixed support: Fixed supports can resist vertical and horizontal forces as well as a moment. Since they restrain both rotation and translation, they are also known as rigid supports.

Pin support: A pinned support resist both vertical and horizontal forces but not a moment. They will allow the structural member to rotate, but not to translate in any direction. A pinned connection could allow rotation in only one direction; providing resistance to rotation in any other direction.

Roller support: Roller supports are free to rotate and translate along the surface upon which the roller rests. The resulting reaction force is always a single force that is perpendicular to the surface. Roller supports are commonly located at one end of long bridges to allow the expansion and contraction of the structure due to temperature changes.

Fixed beam: A beam which is fixed at both ends.

Structural beam: A structural element that withstands loads and moments. General shapes are rectangular sections, I beams, wide flange beams and C channels.

Supplements:



Link Usage
Sectional Properties Calculator of Profiles Sectional properties needed for the structural beam stress analysis can be calculated with sectional properties calculator.

List of Equations:

Parameter/Condition Symbol Equation
Reaction Force 1 R1 Equation for reaction force in fixed beam with concentrated load
Reaction Force 2 R2 Equation for reaction force in fixed beam with concentrated load
Shear force at distance x V Equation for shear force in fixed beam with concentrated loading
Reaction Moment 1 M1 Equation for reaction moment in fixed beam with concentrated load
Reaction Moment 2 M2 Equation for reaction moment in fixed beam with concentrated load
Moment at distance x M Equation for moment in fixed beam with concentrated load
Bending stress at distance x σ Equation for bending stress in fixed beam
End Deflection 1 y1 Equation for end deflection in fixed beam with concentrated load
End Deflection 2 y2 Equation for end deflection in fixed beam with concentrated load
Deflection at distance x y Equation for deflection in fixed beam with concentrated loading
Slope 1 θ1 Equation for slope in fixed beam with concentrated loading
Slope 2 θ2 Equation for slope in fixed beam with concentrated loading
Slope θ Equation for slope in fixed beam with concentrated loading

Note: In these formulas,  equations in brackets "< >" are singularity functions.

Reference: