Need a book? Engineering books recommendations...
RE: Roark & other formulas for stress and strain[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "'seaoc '" <seaoc(--nospam--at)seaoc.org>
- Subject: RE: Roark & other formulas for stress and strain
- From: "Sprague, Harold O." <SpragueHO(--nospam--at)bv.com>
- Date: Fri, 15 Aug 1997 08:31:00 -0500
Dave, I would suggest two sources of information, both from Lincoln Electric, Euclid, Ohio: 1. Tubular Steel Structures, Theory and Design by Troitsky 2. Solutions to Design of Weldments D810.17 They contain many nonFEA examples. Regards, Harold Sprague Black & Veatch ---------- From: Dave Evans To: seaoc(--nospam--at)seaoc.org Subject: Roark & other formulas for stress and strain Date: Thursday, August 14, 1997 7:16PM Roark's flat plate formulas don't have the following case; do you know of another reference that does? A pipe is connected, via a bolted flange, to a square plate, centered on the pipe. Pipe axis is normal to plane of plate. Ratio of pipe diameter to side of square is 3/4. Various axial, shear, bending, and torsional loads applied to the cantilever, in various directions, induce out-of-plane deformations in the plate. The goal is to determine the plate stresses and deflections (without FEA!) Thanks in advance, Dave Evans, P.E.
- Prev by Subject: Re: Roark & other formulas for stress and strain
- Next by Subject: S.E. Software Web Sites
- Previous by thread: Re: Roark & other formulas for stress and strain
- Next by thread: Design of Irregular RCC Sections by ACI 318-95