Thanks guys. I think we'll try the 25 psf LL, since it's probably more conservative overall. We still might consider the two fat guy point load as well, whatever is more conservative for the member under consideration. Thanks again for your help.
I have to design a water slide for an amusement park. It's substantial at 15m high. Can anyone point me to a relevant design code/guideline applicable to waterslides? Vertical static loads are probably pretty basic. My main concern is loading on the substructure due to dynamic vertical and...
