Symmetric 3-bar truss under static tension
Feasible region in design space
H =
cm
α =
°
P =
kgF
Amin=
cm²
Used
models:
Strain level:
small -
large_
Linear-Elastic
Plastic
Compressible:
Material
ρ
E
σelast.
σb
εb
Available materials
ρ (g/cm³)
E (kg/mm²)
σelast. (kg/mm²)
σb (kg/mm²)
εb (%)
Set central
Set side