 Pragati Jaju
College Of Engineering (COEP), Pune
Pragati Jaju has created this Calculator and 25+ more calculators!

## < 11 Other formulas that you can solve using the same Inputs

Surface Area of a Rectangular Prism
Surface Area=2*(Length*Width+Length*Height+Width*Height) GO
Angular Momentum
Angular Momentum=Moment of Inertia*Angular Velocity GO
Perimeter of a rectangle when diagonal and length are given
Perimeter=2*(Length+sqrt((Diagonal)^2-(Length)^2)) GO
Magnetic Flux
Area of a Rectangle when length and diagonal are given
Area=Length*(sqrt((Diagonal)^2-(Length)^2)) GO
Diagonal of a Rectangle when length and breadth are given
Strain
Strain=Change In Length/Length GO
Surface Tension
Surface Tension=Force/Length GO
Perimeter of a rectangle when length and width are given
Perimeter=2*Length+2*Width GO
Volume of a Rectangular Prism
Volume=Width*Height*Length GO
Area of a Rectangle when length and breadth are given

## < 6 Other formulas that calculate the same Output

Maximum and Center Deflection of Cantilever Beam carrying Point Load at any point
Deflection=(Point Load acting on the Beam*(Distance from end A^2)*(3*Length-Distance from end A))/(6*Modulus Of Elasticity*Area Moment of Inertia) GO
Maximum and Center Deflection of Simply Supported Beam carrying UDL over its entire Length
Deflection=(5*Uniformly Distributed Load*(Length^4))/(384*Modulus Of Elasticity*Area Moment of Inertia) GO
Maximum and Center Deflection of Simply Supported Beam carrying Point Load at Center
Deflection=(Point Load acting on the Beam*(Length^3))/(48*Modulus Of Elasticity*Area Moment of Inertia) GO
Maximum and Center Deflection of Cantilever Beam carrying Point Load at Free End
Deflection=(Point Load acting on the Beam*(Length^3))/(3*Modulus Of Elasticity*Area Moment of Inertia) GO
Maximum and Center Deflection of Cantilever Beam with Couple Moment at Free End
Deflection=(Couple Moment*(Length^2))/(2*Modulus Of Elasticity*Area Moment of Inertia) GO
Deflection of fixed beam with load at center
Deflection=-Width*(Length^3)/(192*Elastic Modulus*Moment of Inertia) GO

### Deflection of fixed beam with uniformly distributed load Formula

Deflection=-Width*Length^4/(384*Elastic Modulus*Moment of Inertia)
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Young's Modulus GO
Bulk Modulus GO
Factor of Safety GO
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Shear Stress GO
Bulk Stress GO
Tensile Strain GO
Shear Strain GO
Bulk Strain GO
Bulk Modulus GO
Elastic Modulus GO
Shear Modulus GO
Brinell Hardness Number GO
Shear Strain GO
Axial elongation of prismatic bar due to external load GO
Elongation of prismatic bar due to its own weight GO
Elongation circular tapered bar GO
Strain energy due to pure shear GO
Strain Energy if moment value is given GO
Strain Energy if Torsion Moment Value is Given GO
Strain Energy if applied tension load is given GO
Deflection of fixed beam with load at center GO
Hooke's law GO
Poisson's Ratio GO
Longitudinal strain GO
Lateral Strain GO
Volumetric Strain GO
Volumetric Strain GO
Thermal Stress GO
Thermal Stress in tapered bar GO
Section Modulus GO
Shearing Stress GO
Maximum Shearing Stress GO
Shear Stress of Circular Beam GO
Direct Stress GO
Bending Stress GO
Torsional Shear Stress GO
Equivalent Torsional Moment GO
Equivalent Bending Moment GO
Slenderness Ratio GO
Rankine's Formula for Columns GO
Total Angle of Twist GO
Moment of Inertia about Polar Axis GO
Moment of Inertia for Hollow Circular Shaft GO
Strain Energy in Torsion GO
Strain Energy due to Torsion in Hollow Shaft GO
Strain Energy in Torsion for Solid Shaft GO

## What is deflection?

Deflection is the degree to which a structural element is displaced under a load (due to its deformation). The deflection of beam elements is usually calculated on the basis of the Euler–Bernoulli beam equation while that of a plate or shell element is calculated using plate or shell theory.

## How to Calculate Deflection of fixed beam with uniformly distributed load?

Deflection of fixed beam with uniformly distributed load calculator uses Deflection=-Width*Length^4/(384*Elastic Modulus*Moment of Inertia) to calculate the Deflection, The deflection of fixed beam with uniformly distributed load is ratio of product of width and fourth power of length to 384 times the product of elastic modulus and moment of inertia. Deflection and is denoted by 𝜕 symbol.

How to calculate Deflection of fixed beam with uniformly distributed load using this online calculator? To use this online calculator for Deflection of fixed beam with uniformly distributed load, enter Length (l), Width (w), Moment of Inertia (I) and Elastic Modulus (E) and hit the calculate button. Here is how the Deflection of fixed beam with uniformly distributed load calculation can be explained with given input values -> -0.02625 = -7*3^4/(384*50*1.125).

### FAQ

What is Deflection of fixed beam with uniformly distributed load?
The deflection of fixed beam with uniformly distributed load is ratio of product of width and fourth power of length to 384 times the product of elastic modulus and moment of inertia and is represented as 𝜕 =-w*l^4/(384*E*I) or Deflection=-Width*Length^4/(384*Elastic Modulus*Moment of Inertia). Length is the measurement or extent of something from end to end, Width is the measurement or extent of something from side to side, Moment of Inertia is the measure of the resistance of a body to angular acceleration about a given axis and The Elastic Modulus is the ratio of Stress to Strain.
How to calculate Deflection of fixed beam with uniformly distributed load?
The deflection of fixed beam with uniformly distributed load is ratio of product of width and fourth power of length to 384 times the product of elastic modulus and moment of inertia is calculated using Deflection=-Width*Length^4/(384*Elastic Modulus*Moment of Inertia). To calculate Deflection of fixed beam with uniformly distributed load, you need Length (l), Width (w), Moment of Inertia (I) and Elastic Modulus (E). With our tool, you need to enter the respective value for Length, Width, Moment of Inertia and Elastic Modulus and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Deflection?
In this formula, Deflection uses Length, Width, Moment of Inertia and Elastic Modulus. We can use 6 other way(s) to calculate the same, which is/are as follows -
• Deflection=-Width*(Length^3)/(192*Elastic Modulus*Moment of Inertia)
• Deflection=(Point Load acting on the Beam*(Length^3))/(48*Modulus Of Elasticity*Area Moment of Inertia)
• Deflection=(5*Uniformly Distributed Load*(Length^4))/(384*Modulus Of Elasticity*Area Moment of Inertia)
• Deflection=(Point Load acting on the Beam*(Length^3))/(3*Modulus Of Elasticity*Area Moment of Inertia)
• Deflection=(Point Load acting on the Beam*(Distance from end A^2)*(3*Length-Distance from end A))/(6*Modulus Of Elasticity*Area Moment of Inertia)
• Deflection=(Couple Moment*(Length^2))/(2*Modulus Of Elasticity*Area Moment of Inertia) Let Others Know