The truss below is to be analyzed using the Method of Sections. Take P₁ 40k, P₂= 40k, P3-60k, a 20ft, h=15ft. P₂ P₁ SKA h a 1P3 P E

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How do i solve the attached trusses/civil engineering problem?

The truss below is to be analyzed using the Method of Sections. Take P₁ - 40k, P2₂- 40k, P3-60k, a= 20ft, h=15ft.
*
The force in kip in member FG is mostly near
D
L
A
Transcribed Image Text:The truss below is to be analyzed using the Method of Sections. Take P₁ - 40k, P2₂- 40k, P3-60k, a= 20ft, h=15ft. * The force in kip in member FG is mostly near D L A
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