Need a book? Engineering books recommendations...

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

railing design

[Subject Prev][Subject Next][Thread Prev][Thread Next]

I am having a rough time visualizing your railing.  The railings that I am 
familiar with have the vertical members attached to horizontal members at the 
top *and* bottom.  I don't think that I have ever seen a railing system where 
all the verticals extend to the walking surface.  Usually there is a space 
(4" max) between the walking surface and bottom horizontal member which acts 
as a toe space, drainage area, and to prevent debris accumulation.  Posts 
connected to the walking surface would usually be 8 - 10 feet apart.  Perhaps 
your architect has a particular architectural statement to make that I can't 
contemplate at this time.

A. Roger Turk, P.E.(Structural)
Tucson, Arizona

Mark Trimble wrote:

. > i have a handrail that has 1/2" X 1/2" verticals at 4" o.c. with a
. > nominal flat stock top horizontal.  in applying the code required 200 #
. > horizontal load what effective width is allowed.  another words how many
. > verticals can contribute?
. > 
. > another question is, what is the codefied deflection criteria?
. > 
. >