Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed 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%

✖The Slope of Beam is the angle between deflected beam to the actual beam at the same point.ⓘ Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed End [θ]

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Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed End

Formula

`"θ" = (("q"*"l"^3)/(24*"E"*"I"))`

Example

`"0.004069rad"=(("37.5kN/m"*("5000mm")^3)/(24*"30000MPa"*"0.0016m⁴"))`

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

STEP 0: Pre-Calculation Summary

Formula Used

Slope of Beam = ((Uniformly Varying Load*Length of Beam^3)/(24*Elasticity Modulus of Concrete*Area Moment of Inertia))
θ = ((q*l^3)/(24*E*I))
This formula uses 5 Variables

Variables Used

Slope of Beam - (Measured in Radian) - The Slope of Beam is the angle between deflected beam to the actual beam at the same point.
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

θ = ((q*l^3)/(24*E*I)) --> ((37500*5^3)/(24*30000000000*0.0016))

Evaluating ... ...

θ = 0.00406901041666667

STEP 3: Convert Result to Output's Unit

0.00406901041666667 Radian --> No Conversion Required

FINAL ANSWER

0.00406901041666667 ≈ 0.004069 Radian <-- Slope of Beam

(Calculation completed in 00.004 seconds)

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< 13 Cantilever Beam Calculators

Deflection at Any Point on Cantilever Beam carrying UDL

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

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)

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

Go Deflection of Beam = ((11*Uniformly Varying Load*(Length of Beam^4))/(120*Elasticity Modulus of Concrete*Area Moment of Inertia))

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

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 UVL with Maximum Intensity at Support

Go Deflection of Beam = (Uniformly Varying Load*(Length of Beam^4))/(30*Elasticity Modulus of Concrete*Area Moment of Inertia)

Maximum Deflection of Cantilever Beam carrying UDL

Go Deflection of Beam = (Load per Unit Length*(Length of Beam^4))/(8*Elasticity Modulus of Concrete*Area Moment of Inertia)

Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed End

Go Slope of Beam = ((Uniformly Varying Load*Length of Beam^3)/(24*Elasticity Modulus of Concrete*Area Moment of Inertia))

Maximum Deflection of Cantilever Beam with Couple Moment at Free End

Go Deflection of Beam = (Moment of Couple*(Length of Beam^2))/(2*Elasticity Modulus of Concrete*Area Moment of Inertia)

Slope at Free End of Cantilever Beam carrying UDL

Go Slope of Beam = ((Load per Unit Length*Length of Beam^3)/(6*Elasticity Modulus of Concrete*Area Moment of Inertia))

Slope at Free End of Cantilever Beam Carrying Concentrated Load at Any Point from Fixed End

Go Slope of Beam = ((Point Load*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

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

Slope at Free End of Cantilever Beam Carrying Couple at Free End

Go Slope of Beam = ((Moment of Couple*Length of Beam)/(Elasticity Modulus of Concrete*Area Moment of Inertia))

Slope at Free End of Cantilever Beam Carrying Concentrated Load at Free End

Go Slope of Beam = ((Point Load*Length of Beam^2)/(2*Elasticity Modulus of Concrete*Area Moment of Inertia))

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

Slope of Beam = ((Uniformly Varying Load*Length of Beam^3)/(24*Elasticity Modulus of Concrete*Area Moment of Inertia))
θ = ((q*l^3)/(24*E*I))

What is Slope of a Beam?

The Slope of a Beam is defined as the angle in radians which the tangent at the section makes with the original axis of the beam.

What is Deflection of A Beam?

The Deflection at Any Point on the Axis of the Beam is the distance between its position before and after loading.

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

Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed End calculator uses Slope of Beam = ((Uniformly Varying Load*Length of Beam^3)/(24*Elasticity Modulus of Concrete*Area Moment of Inertia)) to calculate the Slope of Beam, The Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed End formula is defined as angle between deflected beam to the actual beam at the same point due to UVL. Slope of Beam is denoted by θ symbol.

How to calculate Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed End using this online calculator? To use this online calculator for Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed 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 Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed End calculation can be explained with given input values -> 0.004069 = ((37500*5^3)/(24*30000000000*0.0016)).

FAQ

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

The Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed End formula is defined as angle between deflected beam to the actual beam at the same point due to UVL and is represented as θ = ((q*l^3)/(24*E*I)) or Slope of Beam = ((Uniformly Varying Load*Length of Beam^3)/(24*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 Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed End?

The Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed End formula is defined as angle between deflected beam to the actual beam at the same point due to UVL is calculated using Slope of Beam = ((Uniformly Varying Load*Length of Beam^3)/(24*Elasticity Modulus of Concrete*Area Moment of Inertia)). To calculate Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed 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 Slope of Beam?

In this formula, Slope of Beam uses Uniformly Varying Load, Length of Beam, Elasticity Modulus of Concrete & Area Moment of Inertia. We can use 4 other way(s) to calculate the same, which is/are as follows -

Slope of Beam = ((Load per Unit Length*Length of Beam^3)/(6*Elasticity Modulus of Concrete*Area Moment of Inertia))
Slope of Beam = ((Point Load*Distance x from Support^2)/(2*Elasticity Modulus of Concrete*Area Moment of Inertia))
Slope of Beam = ((Point Load*Length of Beam^2)/(2*Elasticity Modulus of Concrete*Area Moment of Inertia))
Slope of Beam = ((Moment of Couple*Length of Beam)/(Elasticity Modulus of Concrete*Area Moment of Inertia))

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