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#23204 - 12/14/08 08:59 PM Re: Static load case [Re: perth740]
Richard Ay Member Registered: 12/13/99 Posts: 6226 Loc: Houston, Texas, USA	Assuming U1 and U2 represent the seismic loadings for two different conditions (directions), then "yes" these load cases are satisfactory. _________________________ Regards, Richard Ay - Consultant
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Subject	Posted by	Posted
Static load case	designing pipes	12/01/08 06:33 PM
Re: Static load case	bom	12/01/08 07:50 PM
Re: Static load case	Richard Ay	12/01/08 08:50 PM
Re: Static load case	bom	12/01/08 09:10 PM
Re: Static load case	designing pipes	12/02/08 03:47 AM
Re: Static load case	Richard Ay	12/02/08 08:12 AM
Re: Static load case	bom	12/02/08 06:39 PM
Re: Static load case	paldex	12/03/08 02:13 AM
Re: Static load case	Italtecnica	12/03/08 03:36 AM
Re: Static load case	mariog	12/05/08 07:41 AM
Re: Static load case	paldex	12/05/08 12:45 PM
Re: Static load case	perth740	12/14/08 10:21 AM
Re: Static load case	Richard Ay	12/14/08 08:59 PM
Re: Static load case	Italtecnica	12/15/08 03:40 AM
Re: Static load case	mariog	12/15/08 06:18 AM
Re: Static load case	Italtecnica	12/15/08 06:51 AM
Re: Static load case	Sam Manik	12/15/08 07:14 AM
Re: Static load case	mariog	12/15/08 07:45 AM
Re: Static load case	Sam Manik	12/15/08 06:41 AM
Re: Static load case	mariog	12/15/08 03:30 AM
Re: Static load case	perth740	12/15/08 05:11 AM
Re: Static load case	Sam Manik	12/15/08 05:44 AM
Re: Static load case	corne	12/03/08 05:02 AM

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