API 650 11th Edition

[INSTRUTECH]

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[ypal]

Please upload again or send on e-mail ID y_pal@in.com

Thanks a lot

[baibur]

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[mechmohan26]

thanks a lot baibur

[INSTRUTECH]

reupload please

[tturit]

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 )

[montyt]

Many thanks

regards
montyt

API 650 11th Edition - 2007

Monggo dipun unjuk

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[panos]

Dear Sir,
Thank you very much.
Panos

[qwerasd]

To: Achmad Nur Eddin



i havent been able to download it
there is no file by ifile

[qwerasd]

thanks man thank you very much

[tturit]

OMG! The Appendix E is more complicated like in the 10th Ed.

[abravol]

Can anybody give me the link of API 650 11th edition I need it urgently, because i need information about API650-11th settlement criteria, what´s L ???

Thanks in Advance