Curved (twisted) Catilever beam
Curved (twisted) Catilever beam
(OP)
How you can calculate max stress on curved or twisted cantilever beam with point load on end.
How you can calculate the torsion for that as well?
How you can calculate the torsion for that as well?






RE: Curved (twisted) Catilever beam
It is easier when you have only the point load at end because otherwise you have to find for every point you want the solicitations the resultant of distributed loads beyond the cut, something feasible approximately if non analytical, and when analytical (hopefully) by integration.
RE: Curved (twisted) Catilever beam
BA
RE: Curved (twisted) Catilever beam
If not a first year statics problem then definately a second year.
RE: Curved (twisted) Catilever beam
BA
RE: Curved (twisted) Catilever beam
RE: Curved (twisted) Catilever beam
BA