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RE: Steel angle with pointed load
- To: seaint(--nospam--at)seaint.org
- Subject: RE: Steel angle with pointed load
- From: sharonb(--nospam--at)slarchitects.com
- Date: Tue, 23 Oct 2001 07:23:01 -0700
there is a lot of discussion on this topic in the archives.
Are you bending about a major axis? The ASD
section you refer to has two distinct sets of provisions. For major axis
bending the calculations are pretty simple with allowable stress based on b/t
ratios. Otherwise, tough it out and do it right ;-)
----- Original Message -----
Sent: Monday, October 22, 2001 4:55
Subject: Steel angle with pointed
I tried to use Enecal, to selected steel angle under pointed load -
but no luck. I checked the ASD page 5-300 and up and It's so
confused with tons of variables. Is there a simple formular some where that
I can use to calculate the load capcity of steel angle under concentrated
load. I try to find the bending stress and other results.
Thanks in advance.
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