Calculate Max Shear & BM for 5m Beam w/ 20kN Point Load

Click For Summary

Discussion Overview

The discussion revolves around calculating the maximum shear force and bending moment for a 5m beam subjected to a central point load of 20 kN. The scope includes mathematical reasoning and technical explanations related to beam theory.

Discussion Character

  • Technical explanation, Mathematical reasoning, Homework-related

Main Points Raised

  • One participant expresses difficulty in calculating the bending moment after determining the shear force.
  • Another participant provides links to external resources that may assist in understanding the problem.
  • A different participant suggests integrating the shear force expression with a negative sign to derive the bending moment, referencing standard beam theory.
  • Another claim indicates that for a simply supported beam, one can calculate the reactions and use them to find the bending moment, providing a specific calculation example.
  • A later reply indicates that the original poster has resolved their issue.

Areas of Agreement / Disagreement

Participants provide various methods for calculating the bending moment, but there is no consensus on a single approach. The discussion remains unresolved regarding the preferred method for calculation.

Contextual Notes

Some assumptions regarding beam support conditions and load distribution may not be explicitly stated. The discussion does not clarify the dependency on specific definitions or the completeness of the mathematical steps involved.

Who May Find This Useful

Students or individuals interested in structural engineering, mechanics of materials, or those seeking assistance with similar beam loading problems.

LiamFermoylel
Messages
18
Reaction score
0
For a light 5m beam carrying a central
point load of 20 kN, calculate:

a) the maximum shear force (iv got that)
b) " " bending moment


im stuck on the bending moment, i can't remember how to work it out.
 
Engineering news on Phys.org
If you've worked out the expression of the Shear Force, just integrate it with a minus sign outside to get the Bending Moment.

M_{xz} = - \int F_{xy} dx

To double-check your answer, usually textbooks that describe beam theory will provide solutions to standard beam deflection problems. You can differentiate the expression for the deflection twice to get the expression for the bending moment.

M_{xz} = EI \frac{d^2v}{dx^2}
 
if the beam is simply supported, just solve for the reactions and multiply by half by the beams length. In your case it will be 10x5/2 = +25kNm
 
thanks iv got it. =)
 

Similar threads

Replies
6
Views
14K
  • · Replies 5 ·
Replies
5
Views
6K
Replies
1
Views
2K
  • · Replies 4 ·
Replies
4
Views
3K
  • · Replies 1 ·
Replies
1
Views
1K
  • · Replies 25 ·
Replies
25
Views
3K
Replies
1
Views
2K
  • · Replies 8 ·
Replies
8
Views
2K
  • · Replies 2 ·
Replies
2
Views
5K
  • · Replies 11 ·
Replies
11
Views
3K