Max Load Calculation for Truss with 10ft Span

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The forum discussion focuses on calculating the maximum load "P" that a truss with a 10ft span can support, given specific compressive and tensile force limits for its members. Members AB and BC can support a maximum compressive force of 800 lb, while members AD, DC, and BD can support a maximum tensile force of 1500 lb. To determine load "P," users are advised to apply the node method and ensure static equilibrium, considering axial forces in the truss structure.

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This discussion is beneficial for civil engineers, structural analysts, and students studying truss mechanics or structural analysis, particularly those focused on load calculations and equilibrium in truss systems.

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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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