Distributed load - model bridge project

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SUMMARY

The discussion centers on the analysis of a bridge project involving load distribution on a loading plate. When a 20 kg load (equivalent to 196 Newtons) is applied at the center of the loading plate, it is confirmed that each of the long side beams supports 98 Newtons, assuming an evenly distributed load. The participant seeks to simplify the loading plate for further calculations of moments and shear forces, specifically focusing on determining the tension in the cables supporting the structure.

PREREQUISITES
  • Understanding of static equilibrium in structural engineering
  • Knowledge of load distribution principles
  • Familiarity with shear and moment calculations
  • Basic concepts of tension in cable systems
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  • Study the principles of static equilibrium in bridge design
  • Learn about load distribution calculations in structural analysis
  • Research shear and moment diagrams for beam analysis
  • Explore methods for calculating cable tension in truss systems
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Structural engineers, civil engineering students, and professionals involved in bridge design and analysis will benefit from this discussion.

aidan.s
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Homework Statement



check out:
2ykjmzr.png


so this is for a bridge project right and that picture is simply a basic design just enough to get the jist to answer my question.

what I am wondering is, if 20kg's was applied to the very centre of that loading plate - is it fair to say that each of the long side beams are supporting 10kg's each? or am i looking at this all wrong

also, 20kg's = 196 Newtons, but in this case - is it 196N/m, or just a evenly distributed load of 196N hence each long side beam supporting 98N

all I am after is just looking for a way to simplify the loading plate so i can find out moments and shears etc, stuff like that

Homework Equations


The Attempt at a Solution



at the moment I've simplified the load to a point load in the middle of the loading plate, just trying to clear up my confusion

what i really need to find is the tension in the cables

thanks for any help
 
Last edited:
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bump cause i fixed pic, might make more sense now :)
 

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