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26 gage as diaphram
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- Subject: 26 gage as diaphram
- From: Michael Donoghue <71736.1034(--nospam--at)compuserve.com>
- Date: 28 Oct 95 18:26:04 EDT
I need to take a brief poll. Statement: " I use 26 gage 1.5" normal roof deck (this is unfilled deck) with TEKS for diaphrams" Response (please mark the appropriate box): |__| a.) Yeah, me too. It's in the SDI manual isn't it? |__| b.) 26 gage? Carrying significant shears? Are you crazy? Comments: Michael Donoghue ------- ------- ------- --------- -------- --------- --------- -------- This message was brought to you via Structural Engineers Association of California (SEAOC) email list server. To subscribe (no fee) to the email list server, send an email to seaoc-request(--nospam--at)seaoc.org and in the Subject or the body of the message type subscribe. To Unsubscribe send email to seaoc-request(--nospam--at)seaoc.org and in the Subject or the body of the message type Unsubscribe. For questions regarding the list server, send an email to seaoc-ad(--nospam--at)seaoc.org ------- ------- ------- --------- -------- --------- --------- --------
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