> -----Original Message-----
> From: Roger Turk [mailto:73527.1356(--nospam--at)compuserve.com]
> Sent: Monday, May 03, 1999 5:02 PM
> To: seaint(--nospam--at)seaint.org
> Subject: RE: DEFINITION: "Full-Factored Live Load
> If you look at ACI 318-95, section 8.9.2, the hyphen is left
> out and this
> section of the UBC is supposed to be identical to ACI except
> where italicized.
Further in this regard, the commentary for ACI 318-95, Para. 8.9.2 states:
"The engineer is expected to establish the most demanding sets of design
forces by investigating the effects of live load placed in various critical
You know, even with a fairly simple building such as the three story
structure I'm analyzing, that could get to be a pretty complex undertaking.
Does anyone have any rule-of-thumb method that satisfies you that you've
"established the most demanding sets of forces"?