## < ⎙ 10 Other formulas that you can solve using the same Inputs

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
Fixed End Moment of a Fixed Beam carrying point load
Fixed End Moment =(Point Load acting on the Beam*(Distance from end B^2)*Distance from end A)/(Length^2) 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
Bending Moment Simply Supported Beam Subjected to a Concentrated Load
Bending Moment =(Point Load acting on the Beam*Distance from end A*Distance from end B)/Length GO
Fixed End Moment of a Fixed Beam carrying three Equispaced Point Loads
Fixed End Moment =(15*Point Load acting on the Beam*Length)/48 GO
Fixed End Moment of a Fixed Beam carrying two Equispaced Point Loads
Fixed End Moment =(2*Point Load acting on the Beam*Length)/9 GO
Fixed End Moment of a Fixed Beam having Point Load at Center
Fixed End Moment =(Point Load acting on the Beam*Length)/8 GO
Bending Moment of Simply Supported Beams with Point Load at Centre
Bending Moment =(Point Load acting on the Beam*Length)/4 GO
Bending Moment of Cantilever Beam subjected to Point Load at Free End
Bending Moment =(-Point Load acting on the Beam*Length) GO

## < ⎙ 6 Other formulas that calculate the same Output

Bending Moment When Stress is Applied at Point y in a Curved Beam
Bending Moment =((Stress*Cross sectional area*Radius of Centroidal Axis)/(1+(Distance of Point from Centroidal Axis/(Cross-Section Property*(Radius of Centroidal Axis+Distance of Point from Centroidal Axis))))) GO
Bending Moment Simply Supported Beam Subjected to a Concentrated Load
Bending Moment =(Point Load acting on the Beam*Distance from end A*Distance from end B)/Length GO
Bending Moment of a Cantilever Subject to UDL Over its Entire Span
Bending Moment =(-Uniformly Distributed Load*Length^2)/2 GO
Bending Moment of Simply Supported Beams with Point Load at Centre
Bending Moment =(Point Load acting on the Beam*Length)/4 GO
Bending Moment of Simply Supported Beams with Uniformly Distributed Load
Bending Moment =(Uniformly Distributed Load*Length^2)/8 GO
Bending Moment of Cantilever Beam subjected to Point Load at Free End
Bending Moment =(-Point Load acting on the Beam*Length) GO

### Bending Moment of Overhanging Beam Subjected to a Concentrated Load at Free End Formula

Bending Moment =-Point Load acting on the Beam*Length of Overhang
More formulas
Bending Moment of Simply Supported Beams with Point Load at Centre GO
Bending Moment of Simply Supported Beams with Uniformly Distributed Load GO
Bending Moment of Cantilever Beam subjected to Point Load at Free End GO
Bending Moment of a Cantilever Subject to UDL Over its Entire Span GO
Bending Moment Simply Supported Beam Subjected to a Concentrated Load GO
Fixed End Moment of a Fixed Beam having Point Load at Center GO
Fixed End Moment of a Fixed Beam having UDL over its entire Length GO
Fixed End Moment of a Fixed Beam carrying point load GO
Fixed End Moment of a Fixed Beam carrying Right Angled Triangular Load at Right Angled End A GO
Fixed End Moment of a Fixed Beam carrying two Equispaced Point Loads GO
Fixed End Moment of a Fixed Beam carrying three Equispaced Point Loads GO
Fixed End Moment of a Fixed Beam with Couple Moment GO

## What is Bending Moment of Overhanging Beam Subjected to a Concentrated Load at Free End?

Bending moment is the reaction induced in a beam when an external point load is applied at the free end of the overhanging beam, causing the beam to bend. The beam here is a simple beam having no load applied and extended at one support with a point load applied at the free end of the extension.

## How to Calculate Bending Moment of Overhanging Beam Subjected to a Concentrated Load at Free End?

Bending Moment of Overhanging Beam Subjected to a Concentrated Load at Free End calculator uses Bending Moment =-Point Load acting on the Beam*Length of Overhang to calculate the Bending Moment , The Bending Moment of Overhanging Beam Subjected to a Concentrated Load at Free End formula is defined as -ve point load acting on the free end of overhang*length of the overhang. Bending Moment and is denoted by M symbol.

How to calculate Bending Moment of Overhanging Beam Subjected to a Concentrated Load at Free End using this online calculator? To use this online calculator for Bending Moment of Overhanging Beam Subjected to a Concentrated Load at Free End, enter Point Load acting on the Beam (P) and Length of Overhang (a) and hit the calculate button. Here is how the Bending Moment of Overhanging Beam Subjected to a Concentrated Load at Free End calculation can be explained with given input values -> -100 = -10000*10.

### FAQ

What is Bending Moment of Overhanging Beam Subjected to a Concentrated Load at Free End?
The Bending Moment of Overhanging Beam Subjected to a Concentrated Load at Free End formula is defined as -ve point load acting on the free end of overhang*length of the overhang and is represented as M=-P*a or Bending Moment =-Point Load acting on the Beam*Length of Overhang. Point Load acting on the Beam is a force applied at a single point at a set distance from the ends of the beam and Length of Overhang is the length of the extension of a simple beam beyond its support on one end.
How to calculate Bending Moment of Overhanging Beam Subjected to a Concentrated Load at Free End?
The Bending Moment of Overhanging Beam Subjected to a Concentrated Load at Free End formula is defined as -ve point load acting on the free end of overhang*length of the overhang is calculated using Bending Moment =-Point Load acting on the Beam*Length of Overhang. To calculate Bending Moment of Overhanging Beam Subjected to a Concentrated Load at Free End, you need Point Load acting on the Beam (P) and Length of Overhang (a). With our tool, you need to enter the respective value for Point Load acting on the Beam and Length of Overhang 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 Bending Moment ?
In this formula, Bending Moment uses Point Load acting on the Beam and Length of Overhang. We can use 6 other way(s) to calculate the same, which is/are as follows -
• Bending Moment =(Point Load acting on the Beam*Length)/4
• Bending Moment =(Uniformly Distributed Load*Length^2)/8
• Bending Moment =((Stress*Cross sectional area*Radius of Centroidal Axis)/(1+(Distance of Point from Centroidal Axis/(Cross-Section Property*(Radius of Centroidal Axis+Distance of Point from Centroidal Axis)))))
• Bending Moment =(-Point Load acting on the Beam*Length)
• Bending Moment =(-Uniformly Distributed Load*Length^2)/2
• Bending Moment =(Point Load acting on the Beam*Distance from end A*Distance from end B)/Length Let Others Know