Particle statics - A bridge span

Click For Summary
SUMMARY

The discussion focuses on calculating the vertical force and horizontal thrust on piers supporting a bridge span that is 5 meters high and 20 meters long. The user attempts to derive the forces acting on the piers using trigonometric relationships based on the geometry of the setup, specifically a triangle formed by the height and length of the span. The calculations involve determining the angle of the rod and the components of the force acting on the piers, ultimately leading to the conclusion that the horizontal component is incorrectly derived as 2F, indicating a misunderstanding of the geometry involved.

PREREQUISITES
  • Understanding of basic trigonometry, specifically sine and cosine functions.
  • Familiarity with static equilibrium concepts in physics.
  • Knowledge of force decomposition in two dimensions.
  • Ability to interpret geometric relationships in engineering contexts.
NEXT STEPS
  • Study the principles of static equilibrium in bridge design.
  • Learn about force decomposition and vector resolution in physics.
  • Explore trigonometric applications in engineering problems.
  • Review examples of triangular truss structures and their force distributions.
USEFUL FOR

Engineers, physics students, and anyone involved in structural analysis or bridge design will benefit from this discussion, particularly those looking to understand the forces acting on bridge spans and piers.

shogunultra
Messages
9
Reaction score
0
Heres the problem.

A bridge span is 5m high and 20m long. Find the vertical force and the horizontal thrust on each of the piers P in terms of weight suspended from the center of the span.

I really hope you can understand the geometry of the problem without the drawing(there was a drawing in the book). Imagine the two piers as stumps that are 20m apart. From the upper corner of each stump, on the side facing the other pier, exits a rod in the direction of the other pier and up. The two rods meet at a height of 5m right between the two piers, so the cathete that forms an angle with the rod(hypothenuse) is 10 m long.

I will name the weight F.

Heres how I tried solving:

I reasoned that the rod would transfer the force of the weight to the pier by means of a force which is parallel to the rod.

I found that force by first finding the angle between the 10m length and the rob using tan w = 5 / 10.

With the angle I find the componant parallel to the rod:

sin w = F / F(parallel to rod) --> F(parallel to rod) = F / sin w

I reason that the horizontal componant that I am searching for is the x componant of F(parallel to rod).

I find it by cos w = F(horizontal) / F(parallel to rod)

=H(horizontal) * sin w / F

which becomes: F(horizontal) = (cos w / sin w) F

= 2 F ; because cos / sin = 1 / tan, and tan w = 0.5

I know for certain that my answer is wrong.
 
Physics news on Phys.org
I'm not seeing the geometry from the description, and I imagine that others aren't either. Could you perhaps scan the figure and attach it to your next post?
 
is this a triangle truss with base 20 m and height 5 m? :confused:
 

Similar threads

  • · Replies 6 ·
Replies
6
Views
2K
Replies
5
Views
2K
  • · Replies 2 ·
Replies
2
Views
3K
  • · Replies 5 ·
Replies
5
Views
2K
Replies
55
Views
6K
Replies
1
Views
2K
Replies
11
Views
2K
Replies
2
Views
2K
  • · Replies 7 ·
Replies
7
Views
3K
  • · Replies 9 ·
Replies
9
Views
3K