Need a book? Engineering books recommendations...

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

Re: 1950's Precast Floor Plank

[Subject Prev][Subject Next][Thread Prev][Thread Next]
I will second the comment about load tables, unless you can nail down the manufacturer somehow. My experience is these are generally mildly reinforced "C" shapes, at least in Salt Lake.  If you have access, many times there will be at least one broken flange somewhere with bar exposed.  You may need to look hard.  If you are really in a pinch and need an educated guess on capacity, calculate what minimum reinforcing might be in the 50's.  It can help at least put a lower bound on your condition.  Please keep in mind, that is only a guess.  There is no guarantee of any reinforcing unless you verify it.

Jake Watson, P.E.
Salt Lake City, UT

On 9/27/06, Rich Lewis <seaint04(--nospam--at) > wrote:

I need some help with obtaining data for an early 1950's building.  There are not any drawings available.  It was originally a department store.  It is concrete framed.  It uses precast floor plank.  The planks are inverted 'U' shapes.  Plank width is 24 inches.  Flange width is about 2 inches each side.  Plank depth is 10 inches.  It has about 1.25 inches of topping.


I don't have a code reference from the early 1950's.  Would a department store most likely have been designed for 100 psf live load?


Does anyone have load tables for plank from back then they could email or fax?  Would they have been prestressed and conventional reinforced?  I have a core sample that shows WWF in the flange area.  Any idea what the concrete strength might be?


Thanks for your help.