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RE: Concrete below base[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaint list <seaint(--nospam--at)seaint.org>
- Subject: RE: Concrete below base
- From: Joyce Fuss <JOYCE(--nospam--at)lbdg.com>
- Date: Fri, 27 Aug 1999 10:54:00 -0700
Yes, you have it right. That's the way we design our braced frame structures. Joyce Fuss, Structural Engineer Lionakis Beaumont Design Group Sacramento, CA joyce(--nospam--at)lbdg.com -----Original Message----- From: 'jwalsh(--nospam--at)saii.com' Sent: Thursday, August 26, 1999 5:53 PM To: Joyce; seaint Subject: Concrete below base We are designing a steel special concentric braced frame, 3 stories, in seismic zone 4 with rectangular concrete footings below the braced bays. Section 19184.108.40.206 appears to require that concrete footings and tie beams be designed for ductile behavior per section 1921. This means lap splices, closely spaced ties throughout, maximum footing width per 19220.127.116.11, etc. as per flexural members of concrete frames. Is this correct or are we missing something?
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