Symmetric 3-bar truss under static tension
Feasible region in design space
H =
cm
α =
°
P =
kg
F
A
min
=
cm²
Used
models:
Strain level:
small -
large_
Linear-Elastic
Plastic
Compressible:
yes
no
Material
Swap
ρ
E
σ
elast.
σ
b
ε
b
Available materials
ρ
(g/cm³)
E
(kg/mm²)
σ
elast.
(kg/mm²)
σ
b
(kg/mm²)
ε
b
(%)
Set central
Set side