Return to index: [Subject] [Thread] [Date] [Author]

diaphragm deflection

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Situation:
Large concrete tilt up warehouse with flexible roof diaphragm.
Large diaphragm deflection - say 8".

Question:
How do I "check" my tilt up panel located at the center of the diaphragm to
see if "it" can handle this?  Is that even the correct procedure?

Any help would be greatly appreciated.

david adie