Is My Solution for a Simply Supported Beam Correct?

  • Thread starter Thread starter AutumnBeds
  • Start date Start date
  • Tags Tags
    Beam
Click For Summary
SUMMARY

The discussion focuses on determining the support reactions at points 'A' and 'B' for a simply supported beam subjected to a uniformly distributed load (UDL) and two point loads. The participant confirms that their calculations appear correct and emphasizes the importance of checking that the moments sum to zero about an alternative origin. This method ensures the accuracy of the support reactions derived from the applied loads.

PREREQUISITES
  • Understanding of static equilibrium principles
  • Knowledge of simply supported beam mechanics
  • Familiarity with uniformly distributed loads (UDL)
  • Ability to perform moment calculations
NEXT STEPS
  • Study the calculation of support reactions in simply supported beams
  • Learn about the effects of uniformly distributed loads on beam structures
  • Explore moment equilibrium equations in static systems
  • Investigate common mistakes in beam load analysis
USEFUL FOR

Engineering students, structural analysts, and professionals involved in mechanical or civil engineering who are working on beam load calculations and static equilibrium assessments.

AutumnBeds
Messages
22
Reaction score
0
Hi, wondering if any can have a look a the below to see if my working outs are correct.

Thanks.

1. Homework Statement


Determine the two support reactions at positions ‘A’ and ‘B’ for the following simply supported beam which is acted on by a uniformly distributed load (UDL) and two point loads.

znH7l42.png


Homework Equations



N/A

The Attempt at a Solution



BMUISft.jpg
 
Physics news on Phys.org
Looks correct to me. A good check is to see if the moments add to zero about a different origin.
 

Similar threads

Replies
6
Views
4K
  • · Replies 6 ·
Replies
6
Views
5K
  • · Replies 4 ·
Replies
4
Views
2K
  • · Replies 6 ·
Replies
6
Views
2K
Replies
1
Views
2K
  • · Replies 5 ·
Replies
5
Views
3K
  • · Replies 23 ·
Replies
23
Views
8K
  • · Replies 1 ·
Replies
1
Views
2K
  • · Replies 9 ·
Replies
9
Views
2K
  • · Replies 9 ·
Replies
9
Views
4K