Alithea Fernandes
Don Bosco College of Engineering (DBCE), Goa
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Rushi Shah
K J Somaiya College of Engineering (K J Somaiya), Mumbai
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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
Magnetic Flux=Magnetic Field*Length*Breadth*cos(θ) GO
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
Diagonal=sqrt(Length^2+Breadth^2) GO
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
Area=Length*Breadth 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 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 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 Cantilever Beam subjected to Point Load at Free End
Bending Moment =(-Point Load acting on the Beam*Length) GO

Bending Moment of Simply Supported Beams with Uniformly Distributed Load Formula

Bending Moment =(Uniformly Distributed Load*Length^2)/8
More formulas
Bending Moment of Simply Supported Beams with Point Load at Centre 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
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 Triangular Loading 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 Uniformly Distributed Load?

A uniformly distributed load (UDL) is a load that is distributed or spread across the whole region of an element such as a beam or slab. In other words, the magnitude of the load remains uniform throughout the whole element.

How to Calculate Bending Moment of Simply Supported Beams with Uniformly Distributed Load?

Bending Moment of Simply Supported Beams with Uniformly Distributed Load calculator uses Bending Moment =(Uniformly Distributed Load*Length^2)/8 to calculate the Bending Moment , Bending Moment of Simply Supported Beams with Uniformly Distributed Load is defined as the reaction induced in a beam when an external uniformly distributed load is applied to the beam, causing the beam to bend. Bending Moment and is denoted by M symbol.

How to calculate Bending Moment of Simply Supported Beams with Uniformly Distributed Load using this online calculator? To use this online calculator for Bending Moment of Simply Supported Beams with Uniformly Distributed Load, enter Length (l) and Uniformly Distributed Load (q) and hit the calculate button. Here is how the Bending Moment of Simply Supported Beams with Uniformly Distributed Load calculation can be explained with given input values -> 11.25 = (10000*3^2)/8.

FAQ

What is Bending Moment of Simply Supported Beams with Uniformly Distributed Load?
Bending Moment of Simply Supported Beams with Uniformly Distributed Load is defined as the reaction induced in a beam when an external uniformly distributed load is applied to the beam, causing the beam to bend and is represented as M=(q*l^2)/8 or Bending Moment =(Uniformly Distributed Load*Length^2)/8. 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 Simply Supported Beams with Uniformly Distributed Load?
Bending Moment of Simply Supported Beams with Uniformly Distributed Load is defined as the reaction induced in a beam when an external uniformly distributed load is applied to the beam, causing the beam to bend is calculated using Bending Moment =(Uniformly Distributed Load*Length^2)/8. To calculate Bending Moment of Simply Supported Beams with Uniformly Distributed Load, 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 =((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
  • Bending Moment =-Point Load acting on the Beam*Length of Overhang
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