Reaction forces in simple beam involving applied moments

Click For Summary
SUMMARY

The discussion focuses on calculating reaction forces in a simple beam subjected to an applied moment of 50 kN·m. The key equations utilized are the sum of forces in one direction equals zero and the sum of moments about a point equals zero. The calculated reaction forces are RA = 4.3 kN and RB = 11.7 kN. Participants emphasize the importance of maintaining significant digits in calculations and adhering to international standards for unit notation.

PREREQUISITES
  • Understanding of static equilibrium principles
  • Familiarity with moment calculations in structural analysis
  • Knowledge of significant figures in engineering calculations
  • Proficiency in using free body diagrams
NEXT STEPS
  • Study the method of joints in structural analysis
  • Learn about the application of the moment-curvature relationship in beams
  • Explore the concept of shear and bending moment diagrams
  • Review ISO 31-0 standards for unit notation in engineering
USEFUL FOR

Engineering students, structural analysts, and professionals involved in beam design and analysis will benefit from this discussion.

nick.falconer
Messages
5
Reaction score
0

Homework Statement



IMAG0195.jpg


Homework Equations





The Attempt at a Solution



The problem I'm having is that I'm not sure how to work out the reaction forces because of the applied moment of 50kN.m. I know that the formulas are the sum of forces in a single direction equals 0 and the sum of moments about a point equal 0. But does the applied moment count as a force? And as a moment do I multiply it by the distance from the point I'm taking?
 
Physics news on Phys.org
welcome to pf!

hi nick! welcome to pf! :wink:
nick.falconer said:
… does the applied moment count as a force? And as a moment do I multiply it by the distance from the point I'm taking?

an applied moment counts as a pair of equal and opposite (but not in-line) forces …

so no, it doesn't "count" as a linear force, and its moment is the same about any point :smile:
 
So if my working is correct is the reaction force at A=4.3kN and B=11.7kN
 
nick.falconer said:
So if my working is correct is the reaction force at A=4.3kN and B=11.7kN

if your working is correct, then your answer will be correct also :confused:

(what working? :redface:)
 
Oops left out the working.

Taking down as positive and and clockwise as positive

sum of forces = 0 = -RA + 4x4 - RB

sum of moments about A = 0 = 16x2 + 50 - RBx7

So RB = 11.7kN and RA = 4.3kN
 
nick.falconer: Your answers in post 3 were correct, except generally always maintain at least four significant digits throughout all your intermediate calculations, then round only the final answer to three (or four) significant digits. RB in your post should instead be RD. Also, always leave a space between a numeric value and its following unit symbol. E.g., 4.29 kN, not 4.29kN. See the international standard for writing units[/color] (ISO 31-0[/color]).
 

Similar threads

  • · Replies 6 ·
Replies
6
Views
2K
  • · Replies 1 ·
Replies
1
Views
3K
  • · Replies 5 ·
Replies
5
Views
3K
  • · Replies 2 ·
Replies
2
Views
3K
  • · Replies 1 ·
Replies
1
Views
2K
  • · Replies 27 ·
Replies
27
Views
3K
  • · Replies 2 ·
Replies
2
Views
2K
  • · Replies 7 ·
Replies
7
Views
2K
  • · Replies 3 ·
Replies
3
Views
2K
  • · Replies 10 ·
Replies
10
Views
3K