Loading and design requirements
Loading and design requirements
(OP)
We have been asked to do some engineering on a building that requires a roof top helicopter landing pad. I don't really have any idea what code this would fall under... or what loading criteria would be used. I assume we would still be using the standard AISC and ACI documents. Does anyone have any idea what the requirements are for such a structure? More specifically the loading requirements for such a structure.






RE: Loading and design requirements
RE: Loading and design requirements