Fixed-Fixed Beam with two UDL

Click For Summary
SUMMARY

The discussion focuses on calculating the maximum bending moment and maximum deflection of a fixed-fixed beam subjected to two uniformly distributed loads (UDL). The user initially attempted the double integration method but found discrepancies between their calculations and results obtained from ANSYS. A recommendation was made to utilize the singularity function method for a more straightforward solution to this problem.

PREREQUISITES
  • Understanding of fixed-fixed beam mechanics
  • Familiarity with uniformly distributed loads (UDL)
  • Proficiency in using ANSYS for structural analysis
  • Knowledge of singularity functions in beam deflection analysis
NEXT STEPS
  • Study the singularity function method for beam deflection calculations
  • Learn how to set up and analyze fixed-fixed beam models in ANSYS
  • Research the principles of maximum bending moment calculations for beams
  • Explore advanced techniques for solving beam deflection problems
USEFUL FOR

Structural engineers, civil engineering students, and professionals involved in beam analysis and design will benefit from this discussion.

reiiling
Messages
1
Reaction score
0
I'm looking for the max bending moment and max deflection of the beam shown in the problem statement. I tried using the double integration method to find the deflection, but it does not look right. I did the model in ANSYS to evaluate the solution, and the result does not match with my calculations.
If anyone could provide with a exact sample question with a detailed solution that would be great. Thanks a lot.
Sorry just could not get my head around for this question.

Homework Statement


jzecea.jpg


2. The attempt at a solution
32zrj84.jpg
 
Physics news on Phys.org
I would recommend using the singularity function method for something like this, otherwise it's quite arduous (as I'm sure you've noticed).
 

Similar threads

  • · Replies 2 ·
Replies
2
Views
2K
  • · Replies 1 ·
Replies
1
Views
2K
  • · Replies 8 ·
Replies
8
Views
3K
  • · Replies 3 ·
Replies
3
Views
8K
  • · Replies 1 ·
Replies
1
Views
3K
Replies
11
Views
144K
  • · Replies 11 ·
Replies
11
Views
3K
  • · Replies 1 ·
Replies
1
Views
3K
  • · Replies 6 ·
Replies
6
Views
2K
  • · Replies 6 ·
Replies
6
Views
2K