SEAINT

Just testing. Farzin S. Rahbar, SE Vice President David C. Weiss Structural Engineer & Associates

Hossein, May be the problem is with the dimension. If it was a simple block with an eccentric load

Interesting thought, Andrew. I also have about 24" of shelf space filled with yellow binders --

Thank you. I also tried to contact iLevel by tel and email ... Thor -----Original Message----- From:

Anyone has experience with limited PE Permit in NYS (3 years). * Does the stamping engineer has to

If you have any difficulty viewing this newsletter click here November, 2009 very serious results no

If you have any difficulty viewing this newsletter click here November, 2009 we know you will be

Yes and yes. The location of the load application can influence the nominal capacity of the member.

I presume that you intended Panama City, Panama. You really should be using the current IBC

Does anyone have experience using the subject method for lateral load analysis of piles? The method

Jeremy, I have not used it in a while, but Engineering News Record use to provide this information.

Thank you. You've proved my point. s.macie In a message dated 11/24/2009 10:11:04 AM Pacific

Quote: ========= Vish, Now that an Indian gentleman (Mittal) is the principal owner of most of the

Note, the screws have 24 threads per inch, Bill From: Harold Sprague [mailto:sprag...@hotmail.com]

Jason, I have used ADAPT MAT for many years and find it to be quite flexible for mat foundation

Actually, some research has been done on this, but I cannot remember the names of the authors except

On Nov 23, 2009, at 6:29 PM, Liaquat Ally Akhand wrote: > "J" is the polar moment of

ACI 355.1 or ACI 355.2? Regards, Harold Sprague > From: vic...@telus.net > To: seaint@seaint.

Vish, Thanks. This is interesting. We do work all over the world and indigenous design and

Foundation Engineering Handbook, Winterkorn and Fang, Chapter 23. Regards, Harold Sprague > From:

OK. Now it is Saturday, and time to heed your suggestion. Regards, Harold Sprague Subject: RE: when

No. and it wasn't Michel Blangy wrote: > Where the levees designed for a direct hit by a

David Merrick wrote: > CHBC = California Historical Building Code is reserved for registered >

Try Verco -gm On Fri, Nov 20, 2009 at 3:46 PM, Glenn Otto <ggato...@cox.net> wrote: I don

================================================= COM.Geo 2010 http://www.com-geo.org 1st

Thanks Richard (Calvert), I'm sure our new recruit will get up to speed soon. Its just been the

9:45pm CST November 18, 2009 Dear Hassan In a groundbreaking decision, a federal judge ruled late

http://nthmp-history.pmel.noaa.gov/Designing_for_Tsunamis.pdf Develop the waves using the FEMA

On 11/18/2009 09:29 AM, Abolhassan Astaneh-Asl <ast...@ce.berkeley.edu> wrote: > Dear Bill:

For those that may be looking for historical info on flexicore I have created an entry on