ahennessey
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I need some help distinguishing the zero force member on two different trusses.
In Figure 10.7:
I said that Member CD and DE were zero force members. Is that right?
In Figure 10.12:
I said that Member AD was a zero force member? I am unsure how to find the force P as well?
The vertical deflection at C is zero with the Area for all bars = 1.8in^2 and E= 30000 KSI
Just need some help since I am a little stuck. Thanks!
In Figure 10.7:
I said that Member CD and DE were zero force members. Is that right?
In Figure 10.12:
I said that Member AD was a zero force member? I am unsure how to find the force P as well?
The vertical deflection at C is zero with the Area for all bars = 1.8in^2 and E= 30000 KSI
Just need some help since I am a little stuck. Thanks!