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Re: Eccentric Loads on Welds

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Thanks. You confirmed the direction I was headed. 
Sent on the TELUS Mobility network with BlackBerry

-----Original Message-----
From: "Conrad Harrison" <sch.tectonic(--nospam--at)bigpond.com>
Date: Tue, 7 Dec 2010 10:17:44 
To: <seaint(--nospam--at)seaint.org>
Reply-To: <seaint(--nospam--at)seaint.org>
Subject: RE: Eccentric Loads on Welds

Thor,

Treat the welds as line elements and calculate section modulus for. Section
properties of various weld groups can be found in handbooks: circular, two
vertical lines, 2 horizontal lines etc..

Calculate normal and shear forces, then translate into how the code checks
the combination. Here older codes checked transverse and longitudinal
actions on different shear planes in the weld, current codes largely ignore
and check against a single resistance.
 


Regards
Conrad Harrison
B.Tech (mfg & mech), MIIE, gradTIEAust
mailto:sch.tectonic(--nospam--at)bigpond.com
Adelaide
South Australia




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