Moment on Fixed End of Fixed Beam carrying Two Equi Spaced Point Loads Solution

STEP 0: Pre-Calculation Summary
Formula Used
Fixed End Moment = (2*Point Load*Length of Beam)/9
FEM = (2*P*L)/9
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.
Point Load - (Measured in Newton) - Point Load acting on a beam is a force applied at a single point at a set distance from the ends of the beam.
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
Point Load: 88 Kilonewton --> 88000 Newton (Check conversion here)
Length of Beam: 2600 Millimeter --> 2.6 Meter (Check conversion here)
STEP 2: Evaluate Formula
Substituting Input Values in Formula
FEM = (2*P*L)/9 --> (2*88000*2.6)/9
Evaluating ... ...
FEM = 50844.4444444444
STEP 3: Convert Result to Output's Unit
50844.4444444444 Newton Meter -->50.8444444444444 Kilonewton Meter (Check conversion here)
FINAL ANSWER
50.8444444444444 50.84444 Kilonewton Meter <-- Fixed End Moment
(Calculation completed in 00.004 seconds)

Credits

Created by Alithea Fernandes
Don Bosco College of Engineering (DBCE), Goa
Alithea Fernandes has created this Calculator and 100+ more calculators!
Birla Institute of Technology & Science (BITS), Hyderabad
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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

Moment on Fixed End of Fixed Beam carrying Two Equi Spaced Point Loads Formula

Fixed End Moment = (2*Point Load*Length of Beam)/9
FEM = (2*P*L)/9

What is Fixed End Moment of a Fixed Beam carrying two Equispaced Point Loads?

The Fixed End Moments of a Fixed Beam carrying two Equispaced Point Loads are reaction moments developed at the supports of the beam under two point load conditions with both ends fixed.

How to Calculate Moment on Fixed End of Fixed Beam carrying Two Equi Spaced Point Loads?

Moment on Fixed End of Fixed Beam carrying Two Equi Spaced Point Loads calculator uses Fixed End Moment = (2*Point Load*Length of Beam)/9 to calculate the Fixed End Moment, The Moment on Fixed End of Fixed Beam carrying Two Equi Spaced Point Loads formula is defined as the point load acting on the beam multiplied by the length of a beam which is fixed. Fixed End Moment is denoted by FEM symbol.

How to calculate Moment on Fixed End of Fixed Beam carrying Two Equi Spaced Point Loads using this online calculator? To use this online calculator for Moment on Fixed End of Fixed Beam carrying Two Equi Spaced Point Loads, enter Point Load (P) & Length of Beam (L) and hit the calculate button. Here is how the Moment on Fixed End of Fixed Beam carrying Two Equi Spaced Point Loads calculation can be explained with given input values -> 0.004333 = (2*88000*2.6)/9.

FAQ

What is Moment on Fixed End of Fixed Beam carrying Two Equi Spaced Point Loads?
The Moment on Fixed End of Fixed Beam carrying Two Equi Spaced Point Loads formula is defined as the point load acting on the beam multiplied by the length of a beam which is fixed and is represented as FEM = (2*P*L)/9 or Fixed End Moment = (2*Point Load*Length of Beam)/9. Point Load acting on a beam is a force applied at a single point at a set distance from the ends of the beam & Length of Beam is defined as the distance between the supports.
How to calculate Moment on Fixed End of Fixed Beam carrying Two Equi Spaced Point Loads?
The Moment on Fixed End of Fixed Beam carrying Two Equi Spaced Point Loads formula is defined as the point load acting on the beam multiplied by the length of a beam which is fixed is calculated using Fixed End Moment = (2*Point Load*Length of Beam)/9. To calculate Moment on Fixed End of Fixed Beam carrying Two Equi Spaced Point Loads, you need Point Load (P) & Length of Beam (L). With our tool, you need to enter the respective value for Point 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 Point 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 = (Uniformly Varying Load*(Length of Beam^2))/20
  • Fixed End Moment = (5*Uniformly Varying Load*(Length of Beam^2))/96
  • 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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