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RE: Advertising Engineering Services
[Subject Prev][Subject Next][Thread Prev][Thread Next]- To: "SEOC Enginering Forum" <seaint(--nospam--at)seaint.org>, MBryson(--nospam--at)mhpse.com
- Subject: RE: Advertising Engineering Services
- From: "Bill Marczewski" <bill(--nospam--at)bsmstructural.com>
- Date: Tue, 1 Apr 2003 00:42:18 -0800
Michael, I would analyze such a structure using 3-Dimensional statics (vector analysis), find the tension in the guy wires, size the wire, then select one of the products manufactured by the same folks who make the Chance Helical Anchors. Try www.chance.com , they started out, and I believe still do a lot of anchoring products for the electrical utility industry (Branson, Missouri company?). I would be conservative with the depth of pole embedment. Specify the required pole diameter at the minimum diameter end if tapered. Hope this helps. Bill S. Marczewski ******* ****** ******* ******** ******* ******* ******* *** * Read list FAQ at: http://www.seaint.org/list_FAQ.asp * * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to: * * http://www.seaint.org/sealist1.asp * * Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you * send to the list is public domain and may be re-posted * without your permission. Make sure you visit our web * site at: http://www.seaint.org ******* ****** ****** ****** ******* ****** ****** ********
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