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RE: Steel Conn in 1926 Bldg[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaoc(--nospam--at)seaoc.org
- Subject: RE: Steel Conn in 1926 Bldg
- From: Neil Moore <nmoore(--nospam--at)spider.lloyd.com>
- Date: Tue, 26 Aug 1997 07:53:10 -0700 (PDT)
0>Don't know if this will help, but it appears to be close. I have a >Carnegie Steel "Pocket Companion" from 1923 and a 1921 book by Milo >Ketchum entitled "Steel Mill Buildings". Both have a table of beam >connections with identical information. >From AISC, 1st Edition, April 1930 the properties of the 20" I 62 are as follows: A = 18.25 in2 d= 20.06" bf = 8.015" tf = .834" to 0.515" tw = 0.39" I = 1239.8 S = 123.61 r = 8.24 V = 93.9 kips - maximum web shear per manual M = 2225000 in-lbs - per manual Besides the shear angles connected the web option, a bearing angle below the flange and one above the flange was also used. Neil Moore, S.E.
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