 Alithea Fernandes
Don Bosco College of Engineering (DBCE), Goa
Alithea Fernandes has created this Calculator and 2+ more calculators! Rushi Shah
K J Somaiya College of Engineering (K J Somaiya), Mumbai
Rushi Shah has verified this Calculator and 50+ more calculators!

## < 11 Other formulas that you can solve using the same Inputs

Surface Area of a Rectangular Prism
Surface Area=2*(Length*Width+Length*Height+Width*Height) GO
Perimeter of a rectangle when diagonal and length are given
Perimeter=2*(Length+sqrt((Diagonal)^2-(Length)^2)) GO
Magnetic Flux
Diagonal of a Rectangle when length and area are given
Diagonal=sqrt(((Area)^2/(Length)^2)+(Length)^2) GO
Area of a Rectangle when length and diagonal are given
Area=Length*(sqrt((Diagonal)^2-(Length)^2)) GO
Diagonal of a Rectangle when length and breadth are given
Strain
Strain=Change In Length/Length GO
Surface Tension
Surface Tension=Force/Length GO
Perimeter of a rectangle when length and width are given
Perimeter=2*Length+2*Width GO
Volume of a Rectangular Prism
Volume=Width*Height*Length GO
Area of a Rectangle when length and breadth are given

## < 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 Overhanging Beam Subjected to a Concentrated Load at Free End
Bending Moment =-Point Load acting on the Beam*Length of Overhang 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 a Cantilever Subject to UDL Over its Entire Span Formula

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 Simply Supported Beam Subjected to a Concentrated Load GO
Bending Moment of Overhanging Beam Subjected to a Concentrated Load at Free End 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 a Cantilever Subject to UDL Over its Entire Span?

Bending moment of a Cantilever Subject to UDL Over its Entire Span is the reaction induced in a cantilever beam at the fixed end when a uniformly distributed load is applied to the cantilever, causing it to hog.

## How to Calculate Bending Moment of a Cantilever Subject to UDL Over its Entire Span?

Bending Moment of a Cantilever Subject to UDL Over its Entire Span calculator uses Bending Moment =(-Uniformly Distributed Load*Length^2)/2 to calculate the Bending Moment , Bending Moment of a Cantilever Subject to UDL Over its Entire Span formula is defined as (-ve uniformly distributed load*length of beam^2)/2. Bending Moment and is denoted by M symbol.

How to calculate Bending Moment of a Cantilever Subject to UDL Over its Entire Span using this online calculator? To use this online calculator for Bending Moment of a Cantilever Subject to UDL Over its Entire Span, enter Length (l) and Uniformly Distributed Load (q) and hit the calculate button. Here is how the Bending Moment of a Cantilever Subject to UDL Over its Entire Span calculation can be explained with given input values -> -45 = (-10000*3^2)/2.

### FAQ

What is Bending Moment of a Cantilever Subject to UDL Over its Entire Span?
Bending Moment of a Cantilever Subject to UDL Over its Entire Span formula is defined as (-ve uniformly distributed load*length of beam^2)/2 and is represented as M=(-q*l^2)/2 or Bending Moment =(-Uniformly Distributed Load*Length^2)/2. Length is the measurement or extent of something from end to end and Uniformly distributed load is a force applied over an area or length, denoted by q which is force per unit length.
How to calculate Bending Moment of a Cantilever Subject to UDL Over its Entire Span?
Bending Moment of a Cantilever Subject to UDL Over its Entire Span formula is defined as (-ve uniformly distributed load*length of beam^2)/2 is calculated using Bending Moment =(-Uniformly Distributed Load*Length^2)/2. To calculate Bending Moment of a Cantilever Subject to UDL Over its Entire Span, you need Length (l) and Uniformly Distributed Load (q). With our tool, you need to enter the respective value for Length and Uniformly Distributed Load 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 Length and Uniformly Distributed Load. 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 =(Point Load acting on the Beam*Distance from end A*Distance from end B)/Length
• Bending Moment =-Point Load acting on the Beam*Length of Overhang Let Others Know