I'm about to design a cantilevered truss ( for the first time) as an openable curved roof with around 30m span, My question is:
- How could this act like a truss since its only one supported; there will be bending moments near the support. Am I right?
- What is the best idea for such a truss?. To be done as a space truss or regular Pratt truss?
- What is the Max allowable Deflection would be like for such a structure?
Guys your Help Would be much much appreciated :))))