single bolted connection pinned and fixed ??
single bolted connection pinned and fixed ??
(OP)
I am designing steel framed structures to support ceilings. All the hangers are fixed with ceiling with expansion anchors. In staad model if we consider the connection as pinned it fails in deflection but all the utilization ratios are very small. how we can conclude whether it is pinned or fixed ??






RE: single bolted connection pinned and fixed ??
RE: single bolted connection pinned and fixed ??
We can’t see it from here, so we have no real idea what you are trying to do. We could draw a thousand sketches meeting your description, each of them needing a slightly different attention, detail or analysis. So why don’t you draw a sketch with some dimensions, member sizes, loads, etc. to show us what you have in mind?
RE: single bolted connection pinned and fixed ??
RE: single bolted connection pinned and fixed ??
@ hokie66: For find out reliable forces and deflection STAAD Pro V8i Used.
@ Dhengr : Please find the attached model. Hangers channel size C-12x19 0.9THK mm Stabilizer size C- 14x38 1mm THK Bracing L-25x250.9mm. I took 1.0 DL + 1.0 EQ load and that one is the critical load
@ Slickdeals : The Framing should satisfy the serviceability criteria.
RE: single bolted connection pinned and fixed ??
RE: single bolted connection pinned and fixed ??
another day in paradise, or is paradise one day closer ?
RE: single bolted connection pinned and fixed ??
RE: single bolted connection pinned and fixed ??