Slab Design Rule of Thumb
Slab Design Rule of Thumb
(OP)
What is a good rule of thumb when doing schematic designs of an elevated/mezzanine floor? I'm looking for a general reference on thicknesses, not rebar sizing.
For example, I'm designing a mezzanine with light storage loading, supported by steel beams at 5' o.c. and metal deck.
For example, I'm designing a mezzanine with light storage loading, supported by steel beams at 5' o.c. and metal deck.






RE: Slab Design Rule of Thumb
RE: Slab Design Rule of Thumb
Mike McCann
MMC Engineering
Motto: KISS
Motivation: Don't ask
RE: Slab Design Rule of Thumb
I'm not sure about slab on metal deck.
RE: Slab Design Rule of Thumb
Dik
RE: Slab Design Rule of Thumb
Dik
RE: Slab Design Rule of Thumb
h
Also structural engineers pocket book.
If you know anyone who works for ARup they have a good manual that is based on the above.
Or just google preliminary design or scheme design.
I would also suggest using the google search at the top of the page as this topic has come up before.
RE: Slab Design Rule of Thumb
Dik, when you say minimum 20 ga. and not 22 ga. deck, are you referring to a composite or non-composite deck? If both, what is your reason for selecting the heavier gauge?
BA