Return to index: [Subject] [Thread] [Date] [Author]
Re: 4 Way Flat Slabs
[Subject Prev][Subject Next][Thread Prev][Thread Next]- To: seaint(--nospam--at)seaint.org
- Subject: Re: 4 Way Flat Slabs
- From: Jim Kestner <jkestner(--nospam--at)somervilleinc.com>
- Date: Wed, 22 Mar 2000 08:11:49 -0600
John: Concrete Engineer's Handbook by Hool and Johnson, 1918, covers most of the common systems in use at that time including 2 way, 4 way, circumferential and 3 way. Many of these systems were being designed by simplisitic methods, before we really knew how to accurately analyze them. For this reason, I would recommend analysis by today's methods. As I recall, it is not uncommon to find deficiencies in some strips and overdesign in others, if analyzed by today's methods. You can analyze a 4 way slab by computing the area of steel by taking the orthogonal component of the diagonal steel. Jim Kestner, P.E. Green Bay, Wi.
- References:
- [no subject]
- From: Daley, John
- [no subject]
- Prev by Subject: Re: 4 Way Flat Slab
- Next by Subject: RE: 4 Way Flat Slabs
- Previous by thread: [no subject]
- Next by thread: Re: 4 Way Flat Slab
- About this archive
- Messages sorted by: [Subject][Thread][Author][Date]