Bending Moment of Simply Supported Beam Carrying UDL Solution

STEP 0: Pre-Calculation Summary
Formula Used
Bending Moment = ((Load per Unit Length*Length of Beam*Distance x from Support)/2)-(Load per Unit Length*(Distance x from Support^2)/2)
M = ((w*L*x)/2)-(w*(x^2)/2)
This formula uses 4 Variables
Variables Used
Bending Moment - (Measured in Newton Meter) - Bending Moment is the reaction induced in a structural element when an external force or moment is applied to the element, causing the element to bend.
Load per Unit Length - (Measured in Newton per Meter) - Load per Unit Length is the load distributed per unit meter.
Length of Beam - (Measured in Meter) - Length of Beam is defined as the distance between the supports.
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.
STEP 1: Convert Input(s) to Base Unit
Load per Unit Length: 67.46 Kilonewton per Meter --> 67460 Newton per Meter (Check conversion ​here)
Length of Beam: 2600 Millimeter --> 2.6 Meter (Check conversion ​here)
Distance x from Support: 1300 Millimeter --> 1.3 Meter (Check conversion ​here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
M = ((w*L*x)/2)-(w*(x^2)/2) --> ((67460*2.6*1.3)/2)-(67460*(1.3^2)/2)
Evaluating ... ...
M = 57003.7
STEP 3: Convert Result to Output's Unit
57003.7 Newton Meter -->57.0037 Kilonewton Meter (Check conversion ​here)
FINAL ANSWER
57.0037 Kilonewton Meter <-- Bending Moment
(Calculation completed in 00.004 seconds)

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18 Beam Moments Calculators

Bending Moment of Simply Supported Beam Carrying UDL
​ Go Bending Moment = ((Load per Unit Length*Length of Beam*Distance x from Support)/2)-(Load per Unit Length*(Distance x from Support^2)/2)
Fixed End Moment at Left Support with Couple at Distance A
​ Go Fixed End Moment = (Moment of Couple*Distance from Support B*(2*Distance from Support A-Distance from Support B))/(Length of Beam^2)
Fixed End Moment at Left Support with Point Load at Certain Distance from Left Support
​ Go Fixed End Moment = ((Point Load*(Distance from Support B^2)*Distance from Support A)/(Length of Beam^2))
Maximum Bending Moment of Simply Supported Beam with Point Load at Distance 'a' from Left Support
​ Go Bending Moment = (Point Load*Distance from Support A*Distance from Support B)/Length of Beam
Maximum Bending Moment of Simply Supported Beams with Uniformly Varying Load
​ Go Bending Moment = (Uniformly Varying Load*Length of Beam^2)/(9*sqrt(3))
Bending Moment of Cantilever Beam Subjected to UDL at Any Point from Free End
​ Go Bending Moment = ((Load per Unit Length*Distance x from Support^2)/2)
Moment on Fixed End of Fixed Beam Carrying Uniform Varying Load
​ Go Fixed End Moment = (5*Uniformly Varying Load*(Length of Beam^2))/96
Fixed End Moment at Left Support Carrying Right Angled Triangular Load at Right Angled End A
​ Go Fixed End Moment = (Uniformly Varying Load*(Length of Beam^2))/20
Moment on Fixed End of Fixed Beam having UDL over Entire Length
​ Go Fixed End Moment = (Load per Unit Length*(Length of Beam^2))/12
Maximum Bending Moment of Simply Supported Beam with Uniformly Distributed Load
​ Go Bending Moment = (Load per Unit Length*Length of Beam^2)/8
Maximum Bending Moment of Cantilever Subject to UDL over Entire Span
​ Go Bending Moment = (Load per Unit Length*Length of Beam^2)/2
Bending Moment of Simply Supported Beam Subjected to Point Load at Mid-Point
​ Go Bending Moment = ((Point Load*Distance x from Support)/2)
Fixed End Moment of Fixed Beam Carrying Three Equi-spaced Point Loads
​ Go Fixed End Moment = (15*Point Load*Length of Beam)/48
Moment on Fixed End of Fixed Beam carrying Two Equi Spaced Point Loads
​ Go Fixed End Moment = (2*Point Load*Length of Beam)/9
Moment on Fixed End of Fixed Beam having Point Load at Center
​ Go Fixed End Moment = (Point Load*Length of Beam)/8
Maximum Bending Moment of Overhanging Beam Subjected to Concentrated Load at Free End
​ Go Bending Moment = -Point Load*Length of Overhang
Maximum Bending Moment of Simply Supported Beams with Point Load at Centre
​ Go Bending Moment = (Point Load*Length of Beam)/4
Maximum Bending Moment of Cantilever Beam Subjected to Point Load at Free End
​ Go Bending Moment = Point Load*Length of Beam

Bending Moment of Simply Supported Beam Carrying UDL Formula

Bending Moment = ((Load per Unit Length*Length of Beam*Distance x from Support)/2)-(Load per Unit Length*(Distance x from Support^2)/2)
M = ((w*L*x)/2)-(w*(x^2)/2)

What is Bending Moment?

The Bending Moment is the reaction induced in a structural element when an external force or moment is applied to the element, causing the element to bend.

What is Simply Supported Beam?

A Simply Supported Beam is one that rests on two supports and is free to move horizontally. Typical practical applications of simply supported beams with point loadings include bridges, beams in buildings, and beds of machine tools.

How to Calculate Bending Moment of Simply Supported Beam Carrying UDL?

Bending Moment of Simply Supported Beam Carrying UDL calculator uses Bending Moment = ((Load per Unit Length*Length of Beam*Distance x from Support)/2)-(Load per Unit Length*(Distance x from Support^2)/2) to calculate the Bending Moment, The Bending Moment of Simply Supported Beam Carrying UDL formula is defined as the reaction induced in a structural element when an external force or moment is applied to the element, causing the element to bend. Bending Moment is denoted by M symbol.

How to calculate Bending Moment of Simply Supported Beam Carrying UDL using this online calculator? To use this online calculator for Bending Moment of Simply Supported Beam Carrying UDL, enter Load per Unit Length (w), Length of Beam (L) & Distance x from Support (x) and hit the calculate button. Here is how the Bending Moment of Simply Supported Beam Carrying UDL calculation can be explained with given input values -> 0.057004 = ((67460*2.6*1.3)/2)-(67460*(1.3^2)/2).

FAQ

What is Bending Moment of Simply Supported Beam Carrying UDL?
The Bending Moment of Simply Supported Beam Carrying UDL formula is defined as the reaction induced in a structural element when an external force or moment is applied to the element, causing the element to bend and is represented as M = ((w*L*x)/2)-(w*(x^2)/2) or Bending Moment = ((Load per Unit Length*Length of Beam*Distance x from Support)/2)-(Load per Unit Length*(Distance x from Support^2)/2). Load per Unit Length is the load distributed per unit meter, Length of Beam is defined as the distance between the supports & Distance x from Support is the length of a beam from the support to any point on the beam.
How to calculate Bending Moment of Simply Supported Beam Carrying UDL?
The Bending Moment of Simply Supported Beam Carrying UDL formula is defined as the reaction induced in a structural element when an external force or moment is applied to the element, causing the element to bend is calculated using Bending Moment = ((Load per Unit Length*Length of Beam*Distance x from Support)/2)-(Load per Unit Length*(Distance x from Support^2)/2). To calculate Bending Moment of Simply Supported Beam Carrying UDL, you need Load per Unit Length (w), Length of Beam (L) & Distance x from Support (x). With our tool, you need to enter the respective value for Load per Unit Length, Length of Beam & Distance x from Support 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 Load per Unit Length, Length of Beam & Distance x from Support. We can use 9 other way(s) to calculate the same, which is/are as follows -
  • Bending Moment = (Point Load*Length of Beam)/4
  • Bending Moment = (Load per Unit Length*Length of Beam^2)/8
  • Bending Moment = (Uniformly Varying Load*Length of Beam^2)/(9*sqrt(3))
  • Bending Moment = Point Load*Length of Beam
  • Bending Moment = (Load per Unit Length*Length of Beam^2)/2
  • Bending Moment = (Point Load*Distance from Support A*Distance from Support B)/Length of Beam
  • Bending Moment = -Point Load*Length of Overhang
  • Bending Moment = ((Load per Unit Length*Distance x from Support^2)/2)
  • Bending Moment = ((Point Load*Distance x from Support)/2)
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