FormulaDen.com

Physics Chemistry Math Chemical Engineering Civil Electrical Electronics Electronics and Instrumentation Materials Science Mechanical Production Engineering Financial Health

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

GoSlope at Free End of Cantilever Beam carrying UDL Formula

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

Fx Copy

LaTeX Copy

The Slope of Beam is the angle between deflected beam to the actual beam at the same point. Check FAQs

θ = (\frac{q \cdot l^{3}}{24 \cdot E \cdot I})

θ - Slope of Beam?q - Uniformly Varying Load?l - Length of Beam?E - Elasticity Modulus of Concrete?I - Area Moment of Inertia?

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

With values

With units

Only example

Here is how the Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed End equation looks like with Values.

Here is how the Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed End equation looks like with Units.

Here is how the Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed End equation looks like.

0.0041 = (\frac{37.5 \cdot 5000^{3}}{24 \cdot 30000 \cdot 0.0016})

0.0041rad = (\frac{37.5kN/m \cdot {5000mm}^{3}}{24 \cdot 30000MPa \cdot 0.0016m⁴})

0.0041 = (\frac{37.5 \cdot 5000^{3}}{24 \cdot 30000 \cdot 0.0016})

Tip: Use pencil ( Pencil

) icon above to edit Input Values and Units.

Calculate

Recalculate

Solution

Copy

Reset

You are here -

Home » Category

Engineering » Category

Civil » Category

Strength of Materials » fx 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 Solution

Follow our step by step solution on how to calculate Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed End?

FIRST Step Consider the formula

θ = (\frac{q \cdot l^{3}}{24 \cdot E \cdot I})

Next Step Substitute values of Variables

∴

θ = (\frac{37.5kN/m \cdot {5000mm}^{3}}{24 \cdot 30000MPa \cdot 0.0016m⁴})

Next Step Convert Units

∴

θ = (\frac{37500N/m \cdot {5m}^{3}}{24 \cdot 3E+10Pa \cdot 0.0016m⁴})

Next Step Prepare to Evaluate

∴

θ = (\frac{37500 \cdot 5^{3}}{24 \cdot 3E+10 \cdot 0.0016})

Next Step Evaluate

∴

θ = 0.00406901041666667rad

LAST Step Rounding Answer

∴

θ = 0.0041rad

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

Variables

Slope of Beam

The Slope of Beam is the angle between deflected beam to the actual beam at the same point.

Symbol: θ

Measurement: AngleUnit: rad

Note: Value should be greater than 0.

Formulas to find Slope of Beam

Uniformly Varying Load

Uniformly varying load is the load whose magnitude varies uniformly along the length of the structure.

Symbol: q

Measurement: Surface TensionUnit: kN/m

Note: Value can be positive or negative.

Formulas to find Uniformly Varying Load

Length of Beam

Length of Beam is defined as the distance between the supports.

Symbol: l

Measurement: LengthUnit: mm

Note: Value should be greater than 0.

Formulas to find Length of Beam

Elasticity Modulus of Concrete

Elasticity modulus of Concrete (Ec) is the ratio of the applied stress to the corresponding strain.

Symbol: E

Measurement: StressUnit: MPa

Note: Value should be greater than 0.

Formulas to find Elasticity Modulus of Concrete

Area Moment of Inertia

Area Moment of Inertia is a moment about the centroidal axis without considering mass.

Symbol: I

Measurement: Second Moment of AreaUnit: m⁴

Note: Value should be greater than 0.

Formulas to find Area Moment of Inertia

Other Formulas to find Slope of Beam

Go Slope at Free End of Cantilever Beam carrying UDL

θ = (\frac{w' \cdot l^{3}}{6 \cdot E \cdot I})

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

θ = (\frac{P \cdot x^{2}}{2 \cdot E \cdot I})

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

θ = (\frac{P \cdot l^{2}}{2 \cdot E \cdot I})

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

θ = (\frac{M c \cdot l}{E \cdot I})

Other formulas in Cantilever Beam category

Go Deflection at Any Point on Cantilever Beam carrying UDL

δ = ((w' \cdot x^{2}) \cdot (\frac{(x^{2}) + (6 \cdot l^{2}) - (4 \cdot x \cdot l)}{24 \cdot E \cdot I}))

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

δ = (\frac{M c \cdot x^{2}}{2 \cdot E \cdot I})

Go Deflection of Cantilever Beam carrying Point Load at Any Point

δ = \frac{P \cdot (a^{2}) \cdot (3 \cdot l - a)}{6 \cdot E \cdot I}

Go Maximum Deflection of Cantilever Beam carrying Point Load at Free End

δ = \frac{P \cdot (l^{3})}{3 \cdot E \cdot I}

How to Evaluate 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 evaluator uses Slope of Beam = ((Uniformly Varying Load*Length of Beam^3)/(24*Elasticity Modulus of Concrete*Area Moment of Inertia)) to evaluate 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 evaluate Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed End using this online evaluator? To use this online evaluator 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.

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

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

The formula of Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed End is expressed as Slope of Beam = ((Uniformly Varying Load*Length of Beam^3)/(24*Elasticity Modulus of Concrete*Area Moment of Inertia)). Here is an example- 0.004069 = ((37500*5^3)/(24*30000000000*0.0016)).

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

With Uniformly Varying Load (q), Length of Beam (l), Elasticity Modulus of Concrete (E) & Area Moment of Inertia (I) we can find Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed End using the formula - Slope of Beam = ((Uniformly Varying Load*Length of Beam^3)/(24*Elasticity Modulus of Concrete*Area Moment of Inertia)).

What are the other ways to Calculate Slope of Beam?

Here are the different ways to Calculate Slope of Beam-

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))

Can the Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed End be negative?

No, the Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed End, measured in Angle cannot be negative.

Which unit is used to measure 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 is usually measured using the Radian[rad] for Angle. Degree[rad], Minute[rad], Second[rad] are the few other units in which Slope at Free End of Cantilever Beam Carrying UVL with Maximum Intensity at Fixed End can be measured.

Let Others Know

✖

Facebook

Twitter

Copied!

: Value
: Unit

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

​GoSlope at Free End of Cantilever Beam carrying UDL Formula

​GoSlope at Free End of Cantilever Beam Carrying Concentrated Load at Any Point from Fixed End Formula

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

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

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

Other Formulas to find Slope of Beam

Other formulas in Cantilever Beam category

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

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

Variable Name

GoSlope at Free End of Cantilever Beam carrying UDL Formula

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