Fixed End Moment at Left Support Carrying Right Angled Triangular Load at Right Angled End A Solution

STEP 0: Pre-Calculation Summary
Formula Used
Fixed End Moment = (Uniformly Varying Load*(Length of Beam^2))/20
FEM = (q*(L^2))/20
This formula uses 3 Variables
Variables Used
Fixed End Moment - (Measured in Newton Meter) - The fixed end moments are reaction moments developed in a beam member under certain load conditions with both ends fixed.
Uniformly Varying Load - (Measured in Newton per Meter) - Uniformly varying Load is the load whose magnitude varies uniformly along the length of the structure.
Length of Beam - (Measured in Meter) - Length of Beam is defined as the distance between the supports.
STEP 1: Convert Input(s) to Base Unit
Uniformly Varying Load: 13 Kilonewton per Meter --> 13000 Newton per Meter (Check conversion here)
Length of Beam: 2600 Millimeter --> 2.6 Meter (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
FEM = (q*(L^2))/20 --> (13000*(2.6^2))/20
Evaluating ... ...
FEM = 4394
STEP 3: Convert Result to Output's Unit
4394 Newton Meter -->4.394 Kilonewton Meter (Check conversion here)
FINAL ANSWER
4.394 Kilonewton Meter <-- Fixed End Moment
(Calculation completed in 00.004 seconds)

Credits

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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

Fixed End Moment at Left Support Carrying Right Angled Triangular Load at Right Angled End A Formula

Fixed End Moment = (Uniformly Varying Load*(Length of Beam^2))/20
FEM = (q*(L^2))/20

What is Fixed End Moments of a Fixed Beam ?

The Fixed End Moments are reaction moments developed in the supports under uniformly varying load conditions with both ends fixed.

How to Calculate Fixed End Moment at Left Support Carrying Right Angled Triangular Load at Right Angled End A?

Fixed End Moment at Left Support Carrying Right Angled Triangular Load at Right Angled End A calculator uses Fixed End Moment = (Uniformly Varying Load*(Length of Beam^2))/20 to calculate the Fixed End Moment, The Fixed End Moment at Left Support Carrying Right Angled Triangular Load at Right Angled End A formula is defined as reaction moments developed in a beam member under certain load conditions. Fixed End Moment is denoted by FEM symbol.

How to calculate Fixed End Moment at Left Support Carrying Right Angled Triangular Load at Right Angled End A using this online calculator? To use this online calculator for Fixed End Moment at Left Support Carrying Right Angled Triangular Load at Right Angled End A, enter Uniformly Varying Load (q) & Length of Beam (L) and hit the calculate button. Here is how the Fixed End Moment at Left Support Carrying Right Angled Triangular Load at Right Angled End A calculation can be explained with given input values -> 0.004394 = (13000*(2.6^2))/20.

FAQ

What is Fixed End Moment at Left Support Carrying Right Angled Triangular Load at Right Angled End A?
The Fixed End Moment at Left Support Carrying Right Angled Triangular Load at Right Angled End A formula is defined as reaction moments developed in a beam member under certain load conditions and is represented as FEM = (q*(L^2))/20 or Fixed End Moment = (Uniformly Varying Load*(Length of Beam^2))/20. Uniformly varying Load is the load whose magnitude varies uniformly along the length of the structure & Length of Beam is defined as the distance between the supports.
How to calculate Fixed End Moment at Left Support Carrying Right Angled Triangular Load at Right Angled End A?
The Fixed End Moment at Left Support Carrying Right Angled Triangular Load at Right Angled End A formula is defined as reaction moments developed in a beam member under certain load conditions is calculated using Fixed End Moment = (Uniformly Varying Load*(Length of Beam^2))/20. To calculate Fixed End Moment at Left Support Carrying Right Angled Triangular Load at Right Angled End A, you need Uniformly Varying Load (q) & Length of Beam (L). With our tool, you need to enter the respective value for Uniformly Varying Load & Length of Beam 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 Fixed End Moment?
In this formula, Fixed End Moment uses Uniformly Varying Load & Length of Beam. We can use 7 other way(s) to calculate the same, which is/are as follows -
  • Fixed End Moment = (Point Load*Length of Beam)/8
  • Fixed End Moment = (Load per Unit Length*(Length of Beam^2))/12
  • Fixed End Moment = ((Point Load*(Distance from Support B^2)*Distance from Support A)/(Length of Beam^2))
  • Fixed End Moment = (5*Uniformly Varying Load*(Length of Beam^2))/96
  • Fixed End Moment = (2*Point Load*Length of Beam)/9
  • Fixed End Moment = (15*Point Load*Length of Beam)/48
  • Fixed End Moment = (Moment of Couple*Distance from Support B*(2*Distance from Support A-Distance from Support B))/(Length of Beam^2)
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