Vertical reactions of pin supports of a weightless Beam with a UDL applied

Click For Summary
SUMMARY

The discussion focuses on calculating the vertical reactions at pin support B and roller support C for a weightless beam ABCD subjected to a uniformly distributed load (UDL) of 4 kN/m and an 11.2 kNm clockwise couple at point A. The total load from the UDL is calculated as 24 kN, acting at the center of the beam. The correct approach involves setting the sum of clockwise moments equal to the sum of anticlockwise moments to avoid sign errors. This method ensures accurate determination of the vertical reactions at the supports.

PREREQUISITES
  • Understanding of static equilibrium principles
  • Knowledge of beam support types: pin and roller supports
  • Familiarity with uniformly distributed loads (UDL)
  • Ability to perform moment calculations in structural analysis
NEXT STEPS
  • Study the method of joints in static equilibrium for complex structures
  • Learn about calculating reactions in beams with varying load distributions
  • Explore the concept of equivalent point loads from distributed loads
  • Review examples of moment calculations about different points in structural systems
USEFUL FOR

This discussion is beneficial for civil engineering students, structural engineers, and anyone involved in analyzing beam reactions under various loading conditions.

dechuba
Messages
1
Reaction score
0

Homework Statement



The question is:

The weightless beam, ABCD, shown in Figure below is supported by a pin support at B, and a roller bearing at C. There is a 4 kN/m UDL along the whole beam, as shown. There is an 11.2kNm clockwise couple at A.

Problem 1.jpg


The vertical reactions of B and C are:-

Homework Equations



Nothing really

The Attempt at a Solution



Now I'm assuming that since If I start from at B= 0 to find the vertical reaction of C

For the UDL, it would be 4 x (1.8+2+2.2) = 24

thus

\sum Mb = 0 = 11.2kNm - Vc x 2 - 24 x 3

However, I keep on getting the incorrect answer with Vc. Usually I've been doing problems where the pin supports are at the ends of a beam.

Any help and tips would be appreciated for this type of problem
 
Physics news on Phys.org
For the purposes of determining the reactions, the UDL of 4 kN/m may be replaced by a downward concentrated load of 24 kN acting at the center of the beam, that is, at 3 m from the left end. Now redo your moment equation about B and watch plus and minus signs.
 
Problems with signs in this type of problem are avoided if, instead of setting the sum of moments =0, you set up your equation as "sum of clockwise moments = sum of anticlockwise moments". That way, all terms are positive. Also you can check your answer by taking moments about any other point than B. They should balance, whatever point is chosen.
 

Similar threads

Replies
4
Views
4K
Replies
1
Views
2K
  • · Replies 13 ·
Replies
13
Views
2K
Replies
1
Views
2K
  • · Replies 1 ·
Replies
1
Views
3K
  • · Replies 4 ·
Replies
4
Views
3K
  • · Replies 1 ·
Replies
1
Views
2K
  • · Replies 12 ·
Replies
12
Views
2K
  • · Replies 7 ·
Replies
7
Views
5K
  • · Replies 16 ·
Replies
16
Views
5K