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RE: railing design[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
- Subject: RE: railing design
- From: "Cain, William" <bcain(--nospam--at)ebmud.com>
- Date: Tue, 16 Feb 1999 12:53:35 -0800
Charles- WHAT! Don't use a computer? :<) Actually your suggested method is probably the easiest and most direct way to do it! Bill Cain, SE Oakland, CA -----Original Message----- From: Charles Greenlaw [SMTP:cgreenlaw(--nospam--at)speedlink.com] Sent: Monday, February 15, 1999 16:43 PM To: seaint(--nospam--at)seaint.org Subject: Re: railing design ... Timoshenko presents a complete solution in his texts on Strength of Materials, Part II, dating from 1930 and still in use at least into the 1960's. His solution also covers the case where the applied load is distributed over a certain length of the "beam", or there are multiple point loads. There are formulas, curves, and tables. ...
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