Regards
Conrad Harrison
B.Tech (mfg & mech), MIIE, gradTIEAust
mailto:sch.tectonic@bigpond.com
| Yes, it is a sort of a stile except that this one is high. It needs to go over a 20' high concrete wall. Rajendran --- On Mon, 11/29/10, Tom.Hunt@fluor.com <Tom.Hunt@fluor.com> wrote: From: Tom.Hunt@fluor.com <Tom.Hunt@fluor.com> Subject: Re: Seismic design of staircase in California To: seaint@seaint.org Date: Monday, November 29, 2010, 11:16 PM Rajendran, You will need to describe your structure a little better. So far it sounds like a stile if you are going up, over, and down an obstruction. Thomas Hunt, S.E. Fluor From: Padmanabhan Rajendran <prajendran@ymail.com> To: seaint@seaint.org Date: 11/29/2010 01:41 PM Subject: Re: Seismic design of staircase in California
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| Yes, it is a sort of a stile except that this one is high. It needs to go over a 20' high concrete wall. Rajendran --- On Mon, 11/29/10, Tom.Hunt@fluor.com <Tom.Hunt@fluor.com> wrote:
|
--------- Original Message --------
From: seaint@seaint.org
To: seaint@seaint.org <seaint@seaint.org>
Subject: Re: written report with equations.
Date: 03/09/10 16:05
>
>
> Joe,
>
> If you are using Microsoft Word for
> your written text then look into their "Equation Editor" which
> is sometimes included free but often not installed in the basic setup.
>
> Thomas Hunt, S.E.
> Fluor
>
>
>
>
>
>
>
> "Joseph R. Grill" <vveng@cableone.net>
> 03/09/2010 12:56 PM
> Please respond to seaint
>
>
>
>
> To
> <seaint@seaint.org>
>
>
> cc
>
>
>
> Subject
> written report with equations.
>
>
>
>
>
>
>
>
>
> This may seem a bit basic, but I am hoping
> I can put together a written report which will include type written
equations
> which will show correct notations, roman numerals, superscripts,
subscripts
> etc etc. Just as soon not have to purchase anything. Any
suggestions?
> Thanks,
> Joe Grill
>
>
> ------------------------------------------------------------
> The information transmitted is intended only for the person
> or entity to which it is addressed and may contain
> proprietary, business-confidential and/or privileged material.
> If you are not the intended recipient of this message you are
> hereby notified that any use, review, retransmission, dissemination,
> distribution, reproduction or any action taken in reliance upon
> this message is prohibited. If you received this in error, please
> contact the sender and delete the material from any computer.
>
> Any views expressed in this message are those of the individual
> sender and may not necessarily reflect the views of the company.
> ------------------------------------------------------------
>
>
>
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| Tom, It is a staircase to cross over an obstruction. What will be the applicable component if Table 13.5-1 were to be used? Rajendran --- On Mon, 11/29/10, Tom.Hunt@fluor.com <Tom.Hunt@fluor.com> wrote: From: Tom.Hunt@fluor.com <Tom.Hunt@fluor.com> Subject: Re: Seismic design of staircase in California To: seaint@seaint.org Date: Monday, November 29, 2010, 7:18 PM Rajendran, Are you asking about the overall staircase as a structure or are you asking about a staircase within a structure? If you are talking about a steel braced frame or moment frame structure with a staircase inside then the overall structure would be likely a non-building structure similar to a building in which case you can use either Table 15.4-1 or Table 12.2-1. If you just designing the staircase (i.e. stair stringers and attachments) then you would use Table 13.5-1. Thomas Hunt, S.E. Fluor From: Padmanabhan Rajendran <prajendran@ymail.com> To: seaint@seaint.org Date: 11/29/2010 11:00 AM Subject: Re: Seismic design of staircase in California
------------------------------------------------------------ The information transmitted is intended only for the person or entity to which it is addressed and may contain proprietary, business-confidential and/or privileged material. If you are not the intended recipient of this message you are hereby notified that any use, review, retransmission, dissemination, distribution, reproduction or any action taken in reliance upon this message is prohibited. If you received this in error, please contact the sender and delete the material from any computer. Any views expressed in this message are those of the individual sender and may not necessarily reflect the views of the company. ------------------------------------------------------------ |
| Tom, It is a staircase to cross over an obstruction. What will be the applicable component if Table 13.5-1 were to be used? Rajendran --- On Mon, 11/29/10, Tom.Hunt@fluor.com <Tom.Hunt@fluor.com> wrote:
|
