Max Load Calculation for Truss with 10ft Span

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Discussion Overview

The discussion revolves around calculating the maximum load "P" that a truss with a 10 ft span can support, given specific compressive and tensile force limits for its members. The focus is on applying principles of static equilibrium and truss analysis methods.

Discussion Character

  • Homework-related
  • Mathematical reasoning
  • Technical explanation

Main Points Raised

  • One participant expresses difficulty in determining the load "P" and requests hints to solve the problem.
  • Another participant asks for details on what the original poster has attempted so far in their calculations.
  • A participant reminds others that truss analysis assumes only axial forces in the members and suggests using the node method to solve for "P" under static equilibrium conditions.
  • Another suggestion is made to analyze half of the truss, noting that members AD and CD will have the same values, while also emphasizing the need to check for equilibrium to avoid misallocating the load.

Areas of Agreement / Disagreement

The discussion contains multiple approaches and suggestions for solving the problem, indicating that there is no consensus on a single method or solution yet.

Contextual Notes

Participants have not provided specific calculations or assumptions made in their reasoning, and the discussion does not clarify the dependencies on particular definitions or methods of analysis.

shaiqbashir
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fig 6-12)
Members AB and BC can support a max compressive force of 800 lb. and members AD,DC and BD can support a max tensile force of 1500 lb. If a=10 ft determine the greatest load "P" the truss can support.



My dear friends!

the above truss question has become a headache for me. I know how to solve truses but if you see in this question, the load P you have to determine, now this is i just can't able to do. Please help me, give me some hints so that i can solve this question. PLeasee


I shall be thankful to you for this act of kindness
 

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Hi Shaiq,

Can you please post what you've tried so far?
 
Remember in a truss we assume there are only axial forces through the members, because of the 3 truss hypotheses. They are giving you the value of each of the forces acting on the members, so you can use the node method on the place where the P load is applied and simply solve for P, remember it's in static equilibrium.
 
Why don't you calculate using half of the truss you know you know AD and CD will have the same values (know that you will have to check for equilibrium when you are done to be sure you did not put all the load only in one of those two members) and then do it like Cyclovenom said
 

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