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

STEP 0: Pre-Calculation Summary
Formula Used
Slope of Beam = ((Point Load*Distance x from Support^2)/(2*Elasticity Modulus of Concrete*Area Moment of Inertia))
θ = ((P*x^2)/(2*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.
Point Load - (Measured in Newton) - Point Load acting on a beam is a force applied at a single point at a set distance from the ends of the beam.
Distance x from Support - (Measured in Meter) - Distance x from Support is the length of a beam from the support to any point on the beam.
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
Point Load: 88 Kilonewton --> 88000 Newton (Check conversion here)
Distance x from Support: 1300 Millimeter --> 1.3 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 = ((P*x^2)/(2*E*I)) --> ((88000*1.3^2)/(2*30000000000*0.0016))
Evaluating ... ...
θ = 0.00154916666666667
STEP 3: Convert Result to Output's Unit
0.00154916666666667 Radian --> No Conversion Required
FINAL ANSWER
0.00154916666666667 0.001549 Radian <-- Slope of Beam
(Calculation completed in 00.020 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 Concentrated Load at Any Point from Fixed End Formula

Slope of Beam = ((Point Load*Distance x from Support^2)/(2*Elasticity Modulus of Concrete*Area Moment of Inertia))
θ = ((P*x^2)/(2*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 Concentrated Load at Any Point from Fixed End?

Slope at Free End of Cantilever Beam Carrying Concentrated Load at Any Point from Fixed End calculator uses Slope of Beam = ((Point Load*Distance x from Support^2)/(2*Elasticity Modulus of Concrete*Area Moment of Inertia)) to calculate the Slope of Beam, The Slope at Free End of Cantilever Beam Carrying Concentrated Load at Any Point from Fixed End is defined as angle between deflected beam to the actual beam at the same point due to point load at any point. Slope of Beam is denoted by θ symbol.

How to calculate Slope at Free End of Cantilever Beam Carrying Concentrated Load at Any Point from Fixed End using this online calculator? To use this online calculator for Slope at Free End of Cantilever Beam Carrying Concentrated Load at Any Point from Fixed End, enter Point Load (P), Distance x from Support (x), 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 Concentrated Load at Any Point from Fixed End calculation can be explained with given input values -> 0.001549 = ((88000*1.3^2)/(2*30000000000*0.0016)).

FAQ

What is Slope at Free End of Cantilever Beam Carrying Concentrated Load at Any Point from Fixed End?
The Slope at Free End of Cantilever Beam Carrying Concentrated Load at Any Point from Fixed End is defined as angle between deflected beam to the actual beam at the same point due to point load at any point and is represented as θ = ((P*x^2)/(2*E*I)) or Slope of Beam = ((Point Load*Distance x from Support^2)/(2*Elasticity Modulus of Concrete*Area Moment of Inertia)). Point Load acting on a beam is a force applied at a single point at a set distance from the ends of the beam, Distance x from Support is the length of a beam from the support to any point on the beam, 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 Concentrated Load at Any Point from Fixed End?
The Slope at Free End of Cantilever Beam Carrying Concentrated Load at Any Point from Fixed End is defined as angle between deflected beam to the actual beam at the same point due to point load at any point is calculated using Slope of Beam = ((Point Load*Distance x from Support^2)/(2*Elasticity Modulus of Concrete*Area Moment of Inertia)). To calculate Slope at Free End of Cantilever Beam Carrying Concentrated Load at Any Point from Fixed End, you need Point Load (P), Distance x from Support (x), Elasticity Modulus of Concrete (E) & Area Moment of Inertia (I). With our tool, you need to enter the respective value for Point Load, Distance x from Support, 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 Point Load, Distance x from Support, 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*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))
  • Slope of Beam = ((Uniformly Varying Load*Length of Beam^3)/(24*Elasticity Modulus of Concrete*Area Moment of Inertia))
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