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Re: Tension Stress Graphs[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "Seaint(--nospam--at)Seaint.Org" <seaint(--nospam--at)seaint.org>
- Subject: Re: Tension Stress Graphs
- From: "frp 2000" <frp2000(--nospam--at)hotmail.com>
- Date: Thu, 7 Dec 2000 06:58:45 -0800
Bill, Thanks for your response. I didn't word my comments properly. The engineer has already produced these graphs. I'm attempting to interpret them. I'm just not familiar with "tension stress graphs" per se. But I will probably become an enlightened expert in a few days. ;o) jim jim ----- Original Message ----- From: "Bill Polhemus" <bpolhem(--nospam--at)swbell.net> To: <seaint(--nospam--at)seaint.org> Sent: Thursday, December 07, 2000 4:04 AM Subject: Re: Tension Stress Graphs > No, I suspect what they want is a graph of the tension stress in the > prestressing tendons themselves. > > Why they'd need this I'm not sure, but whatever. > > frp 2000 wrote: > > > > I received "flexural" demands for some prestressed beams. > > > > What I received were : Tension Stress Graphs (length on x-axis, psi on > > y-axis) > > > > Are these equivalent to the moment curve divided by the Section Modulus ?? > > > > i.e. stress = M/S = Mc/I , where c = distance to furthest tension fiber > >
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