AD 2000 and EN 13445

*sessizlik · 03-18-2009, 03:47 PM

thank you..

**mmanous13** · 03-23-2009, 01:56 PM

Thanks for EN13445. Is it possible to find the complete EN13445 corrected with all the issues (1-36) embedded to it???

**wes** · 04-06-2009, 04:19 PM

thanx 4 AD2000

**ADMADM** · 09-10-2009, 02:28 PM

Hi Friends,

can You provide for another link for AD2000? The posted links seems not to work.

Thanks in advance for Your help.

**liviu333nt** · 02-09-2010, 04:04 PM

Originally Posted by bpraj70

are there any body can help me?
I am still waiting for AD 2000 MERKBLATT and EN 13445-3 2002

download these standards from here:

[link Point to another website Only the registered members can access]
[link Point to another website Only the registered members can access]

**liviu333nt** · 02-09-2010, 04:16 PM

Originally Posted by ADMADM

Hi Friends,

can You provide for another link for AD2000? The posted links seems not to work.

Thanks in advance for Your help.

See here:

[link Point to another website Only the registered members can access]

**RAJAMANICKAM** · 03-20-2010, 08:52 PM

CAN ANY BODY SEND THE LINK FOR "GERMAN TRD TECHNICAL RULES FOR STEAM BOILERS "
MY EMAIL ID --- rajamanickams@gmail.com

**ppdesign** · 03-22-2010, 08:01 AM

ur link is not working for AD2000.

**rahgoshafan** · 03-23-2010, 12:10 PM

thanks brothers

**caca** · 03-26-2010, 06:06 AM

Originally Posted by RAJAMANICKAM

CAN ANY BODY SEND THE LINK FOR "GERMAN TRD TECHNICAL RULES FOR STEAM BOILERS "
MY EMAIL ID --- rajamanickams@gmail.com

I need too for this standard, please upload

**tturit** · 03-27-2010, 12:41 PM

I hope, somebody can answer for my problem... so, wind and earthquake design... I have the moment on the bottom tangent line, but above from the bottom tangent line, the wall thickness is thiner like the bottom (this is a liquid storage tank...), and I need to calculate the Moment in this area...how can I do it? my first idea is the following: M(earthquake)+M(wind)=q*x*x/2-->q=M(sum)*2/(x*x)...and I can solution that problem for x=5[m] (example)-->M=q*5*5/2 .... is that correct for earthquake??? (I know, for the wind load is that, but the earthquake?!) (q[N/m] ; x[m] ; M[N*m]) pleas, somebody help me )