Hanger table from Caesar

From: <Paritosh>
Date: Sat Aug 21 2004 - 02:49:00 EDT

Dear friends,

I did a casear analysis and found that the theoretical installed load in hanger table report obtained is not matching exactly with the Fz load in sustained case, why is it so? However both are comparable but as per my understanding they shoud match exactly.

Another query is that are there any specific advantages of selecting Lisega 205 in spring type i.e. cold design then just selecting Lisega 5, in the input file.

regards
Paritosh

>
> There is 1 message in this issue.
>
> Topics in this digest:
>
> 1. storage silo
> From: GET Mithapur <getuser@tatachemicals.com>
>
>
> ________________________________________________________________________
> ________________________________________________________________________
>
> Message: 1
> Date: Fri, 20 Aug 2004 17:31:22 +0530
> From: GET Mithapur <getuser@tatachemicals.com>
> Subject: storage silo
>
>
> Dear all,
>
> i need help in the designing of storage silos. If anyone can recommended
> where should i start looking for the design of silo it would be very
> helpful.
>
> D.K.
>
>
> ________________________________________________________________________
> ________________________________________________________________________
>
>
> =========================================
> PipingOffice - Excel Spreadsheets for Piping Calculations
> http://www.pipingoffice.us/
> =========================================
> Main site: http://www.pipingdesign.com
>
> ------------------------------------------------------------------------
> Yahoo! Groups Links
>
>
>
>
> ------------------------------------------------------------------------
>
>
Received on Sat Aug 21 02:49:00 2004

This archive was generated by hypermail 2.1.8 : Mon Oct 27 2008 - 20:24:04 EDT