Maximum Deflection of Cantilever Beam Carrying UVL with Maximum Intensity at Free End Calculator

✖Uniformly varying load is the load whose magnitude varies uniformly along the length of the structure.ⓘ Uniformly Varying Load [q]			+10% -10%
✖Length of Beam is defined as the distance between the supports.ⓘ Length of Beam [l]			+10% -10%
✖Elasticity modulus of Concrete (Ec) is the ratio of the applied stress to the corresponding strain.ⓘ Elasticity Modulus of Concrete [E]			+10% -10%
✖Area Moment of Inertia is a moment about the centroidal axis without considering mass.ⓘ Area Moment of Inertia [I]			+10% -10%

✖Deflection of Beam Deflection is the movement of a beam or node from its original position. It happens due to the forces and loads being applied to the body.ⓘ Maximum Deflection of Cantilever Beam Carrying UVL with Maximum Intensity at Free End [δ]

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Maximum Deflection of Cantilever Beam Carrying UVL with Maximum Intensity at Free End Solution

STEP 0: Pre-Calculation Summary

Formula Used

Deflection of Beam = ((11*Uniformly Varying Load*(Length of Beam^4))/(120*Elasticity Modulus of Concrete*Area Moment of Inertia))
δ = ((11*q*(l^4))/(120*E*I))
This formula uses 5 Variables

Variables Used

Deflection of Beam - (Measured in Meter) - Deflection of Beam Deflection is the movement of a beam or node from its original position. It happens due to the forces and loads being applied to the body.
Uniformly Varying Load - (Measured in Newton per Meter) - Uniformly varying load is the load whose magnitude varies uniformly along the length of the structure.
Length of Beam - (Measured in Meter) - Length of Beam is defined as the distance between the supports.
Elasticity Modulus of Concrete - (Measured in Pascal) - Elasticity modulus of Concrete (Ec) is the ratio of the applied stress to the corresponding strain.
Area Moment of Inertia - (Measured in Meter⁴) - Area Moment of Inertia is a moment about the centroidal axis without considering mass.

STEP 1: Convert Input(s) to Base Unit

Uniformly Varying Load: 37.5 Kilonewton per Meter --> 37500 Newton per Meter (Check conversion here)
Length of Beam: 5000 Millimeter --> 5 Meter (Check conversion here)
Elasticity Modulus of Concrete: 30000 Megapascal --> 30000000000 Pascal (Check conversion here)
Area Moment of Inertia: 0.0016 Meter⁴ --> 0.0016 Meter⁴ No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

δ = ((11*q*(l^4))/(120*E*I)) --> ((11*37500*(5^4))/(120*30000000000*0.0016))

Evaluating ... ...

δ = 0.0447591145833333

STEP 3: Convert Result to Output's Unit

0.0447591145833333 Meter -->44.7591145833333 Millimeter (Check conversion here)

FINAL ANSWER

44.7591145833333 ≈ 44.75911 Millimeter <-- Deflection of Beam

(Calculation completed in 00.004 seconds)

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Home » Engineering » Civil » Strength of Materials » Slope and Deflection » Cantilever Beam » Maximum Deflection of Cantilever Beam Carrying UVL with Maximum Intensity at Free End

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< Cantilever Beam Calculators

Deflection at Any Point on Cantilever Beam carrying UDL

LaTeX Go Deflection of Beam = ((Load per Unit Length*Distance x from Support^2)*(((Distance x from Support^2)+(6*Length of Beam^2)-(4*Distance x from Support*Length of Beam))/(24*Elasticity Modulus of Concrete*Area Moment of Inertia)))

Deflection of Cantilever Beam carrying Point Load at Any Point

LaTeX Go Deflection of Beam = (Point Load*(Distance from Support A^2)*(3*Length of Beam-Distance from Support A))/(6*Elasticity Modulus of Concrete*Area Moment of Inertia)

Deflection at Any Point on Cantilever Beam carrying Couple Moment at Free End

LaTeX Go Deflection of Beam = ((Moment of Couple*Distance x from Support^2)/(2*Elasticity Modulus of Concrete*Area Moment of Inertia))

Maximum Deflection of Cantilever Beam carrying Point Load at Free End

LaTeX Go Deflection of Beam = (Point Load*(Length of Beam^3))/(3*Elasticity Modulus of Concrete*Area Moment of Inertia)

Maximum Deflection of Cantilever Beam Carrying UVL with Maximum Intensity at Free End Formula

LaTeX Go

Deflection of Beam = ((11*Uniformly Varying Load*(Length of Beam^4))/(120*Elasticity Modulus of Concrete*Area Moment of Inertia))
δ = ((11*q*(l^4))/(120*E*I))

What is Beam Deflection?

The Deformation of a Beam is usually expressed in terms of its deflection from its original unloaded position. The deflection is measured from the original neutral surface of the beam to the neutral surface of the deformed beam. The configuration assumed by the deformed neutral surface is known as the elastic curve of the beam.

What is UVL?

The Uniformly Varying Load (UVL) is one which is spread over the beam in such a manner that rate of loading varies from each point along the beam, in which load is zero at one end and increase uniformly to the other end.

How to Calculate Maximum Deflection of Cantilever Beam Carrying UVL with Maximum Intensity at Free End?

Maximum Deflection of Cantilever Beam Carrying UVL with Maximum Intensity at Free End calculator uses Deflection of Beam = ((11*Uniformly Varying Load*(Length of Beam^4))/(120*Elasticity Modulus of Concrete*Area Moment of Inertia)) to calculate the Deflection of Beam, The Maximum Deflection of Cantilever Beam Carrying UVL with Maximum Intensity at Free End is defined as the maximum distance between its position before and after applying uniformly varying load. Deflection of Beam is denoted by δ symbol.

How to calculate Maximum Deflection of Cantilever Beam Carrying UVL with Maximum Intensity at Free End using this online calculator? To use this online calculator for Maximum Deflection of Cantilever Beam Carrying UVL with Maximum Intensity at Free End, enter Uniformly Varying Load (q), Length of Beam (l), Elasticity Modulus of Concrete (E) & Area Moment of Inertia (I) and hit the calculate button. Here is how the Maximum Deflection of Cantilever Beam Carrying UVL with Maximum Intensity at Free End calculation can be explained with given input values -> 44759.11 = ((11*37500*(5^4))/(120*30000000000*0.0016)).

FAQ

What is Maximum Deflection of Cantilever Beam Carrying UVL with Maximum Intensity at Free End?

The Maximum Deflection of Cantilever Beam Carrying UVL with Maximum Intensity at Free End is defined as the maximum distance between its position before and after applying uniformly varying load and is represented as δ = ((11*q*(l^4))/(120*E*I)) or Deflection of Beam = ((11*Uniformly Varying Load*(Length of Beam^4))/(120*Elasticity Modulus of Concrete*Area Moment of Inertia)). Uniformly varying load is the load whose magnitude varies uniformly along the length of the structure, Length of Beam is defined as the distance between the supports, Elasticity modulus of Concrete (Ec) is the ratio of the applied stress to the corresponding strain & Area Moment of Inertia is a moment about the centroidal axis without considering mass.

How to calculate Maximum Deflection of Cantilever Beam Carrying UVL with Maximum Intensity at Free End?

The Maximum Deflection of Cantilever Beam Carrying UVL with Maximum Intensity at Free End is defined as the maximum distance between its position before and after applying uniformly varying load is calculated using Deflection of Beam = ((11*Uniformly Varying Load*(Length of Beam^4))/(120*Elasticity Modulus of Concrete*Area Moment of Inertia)). To calculate Maximum Deflection of Cantilever Beam Carrying UVL with Maximum Intensity at Free End, you need Uniformly Varying Load (q), Length of Beam (l), Elasticity Modulus of Concrete (E) & Area Moment of Inertia (I). With our tool, you need to enter the respective value for Uniformly Varying Load, Length of Beam, Elasticity Modulus of Concrete & Area Moment of Inertia 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 of Beam?

In this formula, Deflection of Beam uses Uniformly Varying Load, Length of Beam, Elasticity Modulus of Concrete & Area Moment of Inertia. We can use 3 other way(s) to calculate the same, which is/are as follows -

Deflection of Beam = ((Load per Unit Length*Distance x from Support^2)*(((Distance x from Support^2)+(6*Length of Beam^2)-(4*Distance x from Support*Length of Beam))/(24*Elasticity Modulus of Concrete*Area Moment of Inertia)))
Deflection of Beam = ((Moment of Couple*Distance x from Support^2)/(2*Elasticity Modulus of Concrete*Area Moment of Inertia))
Deflection of Beam = (Point Load*(Distance from Support A^2)*(3*Length of Beam-Distance from Support A))/(6*Elasticity Modulus of Concrete*Area Moment of Inertia)

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