AISC Code of Standard Practice[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: <seaint(--nospam--at)seaint.org>
- Subject: AISC Code of Standard Practice
- From: "Dan Goodrich" <dang(--nospam--at)karren.com>
- Date: Tue, 26 Jun 2001 11:52:38 -0600
I have a question regarding the AISC Code of Standard Practice
(9th Addition) in reference to the allowable tolerances for column
placement and anchor bolts.
Paragraph 7.5.1 (b) calls for 1/4 in. center to center tolerance of
adjacent anchor bolt groups.
Paragraph 7.5.1 (c) gives a total accumulation not to exceed 1 in.
for anchor bolt groups.
Paragraph 126.96.36.199 (b) & (d) allows the working points of the column
to be displaced up to 2 in. from the established column line.
Paragraph 188.8.131.52 (c) allows for a 1-1/2 in. envelope for the column
Assuming I have a one story building, if paragraph 7.5.1 (b) governs,
then the other requirements are not really needed. How do these
seemingly contradictory tolerances fit together, and what really governs?
Dan Goodrich, P.E.
- Prev by Subject: RE: AISC
- Next by Subject: Re: AISC Code of Standard Practice
- Previous by thread: RE: Drift
- Next by thread: Re: AISC Code of Standard Practice