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Re: 1633.2.5[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaint(--nospam--at)seaint.org
- Subject: Re: 1633.2.5
- From: Todd.Hill(--nospam--at)theaustin.com
- Date: Thu, 12 Aug 1999 14:33:06 -0700
If you look at "Ties & continuity" in the 1994 UBC 1631.2.5, the "dead plus live load" portion is the only parameter that didn't change in the 1997 UBC. ECVAl3(--nospam--at)aol.com on 08/12/99 02:06:36 PM Please respond to seaint(--nospam--at)seaint.org To: seaint(--nospam--at)seaint.org cc: (bcc: Todd Hill/we/Austin) Subject: 1633.2.5 Since I did not get an answer to my previious question " what is the load combination used for concrete shear walls?" (must be too remedial) I will try another question. The UBC Section 1633.2.5 Ties and Continuity requires the girder, beam or truss ties be designed for a horizontal force of a 0.5*Ca*I times the dead load plus live load. My question is why is the live load included in this force rather than the W load as defined in section 1630.1.1 ?
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