LPG Spherical Storage Tank

[rhmmendes]

Dears See if it is useful

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

dead link

[Marcio167]

Thank you

[mhrizadi]

reupload pls.

[emintugluoglu]

Dears See if it is useful

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

Dear Qalander,
Could you provide the rar pass please.
Thanks...

Emin Tugluoglu
emintugluoglu@gmail.com

[mhrizadi]

reupload please

[Nabilia]

Please Help!! I'm looking for the height to diameter ratio on tanks that it's shown on Philip Myers book, can anyone please uploaded or mail me this chapter.

Thanks in advance...

andrade_toro@hotmail.com

Page 155
Overturning loads and uplift loads.
Overturning loads can be induced by either of two possibilities:
Wind loads. Overturning moments induced by wind on empty
tanks with a large height-to-diameter ratio can be significant.
Although often specified by the purchaser of a tank, wind loads can be
assumed to exert pressures of 18 psf on the projected area of a tank
shell and 15 psf on the projected area of tank roofs. This is based on a
100 mi/h wind speed. For different wind speeds, these pressures can
be factored by (V/100)2, where V is the wind speed in miles per hour.
To maintain a factor of safety of 1.5, for unanchored tanks, the
overturning moment should not exceed two-thirds of the dead load
resisting moment according to this equation:
Mw=2/3 (WD/2)
where Mw = wind load overturning moment, ft.lb
W = weight of tank shell and portion of roof supported by it,
lb
D = diameter of tank, ft

The other possibility is seismic, if I have time later I will try to present that. It is complicated.

[*sessizlik]

Dear Qalander,
Could you provide the rar pass please.
Thanks...

Emin Tugluoglu
emintugluoglu@gmail.com

Emin Bey merhaba ne istediğinizi söylerseniz size yardımcı olabilirim belki..
iyi akşamlar..

[emintugluoglu]

Handbook_Of_Storage_Tank_Systems_-_Codes_Regulations_And_Designs.rar
icin rar sifresi...

[robertantoreni]

Dear

D = Nominal tank dia., ft

H2 = Height of tank shell, ft

V = Wind velocity, miles/hr.

but we slove the equation : Z = 0.0001 D2 H2 (V / 100)2

Z = f3
f2 x f x (miles/hr)/(miles/hr) = f3

How to arrive in.3

[Noppakhun]

Dear Sir
Please share the password of Handbook_Of_Storage_Tank_Systems_-_Codes_Regulations_And_Designs.rar
Thank you

[Nabilia]

Handbook Of Storage Tank Systems - Codes Regulations And Designs - Geyer

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

[pw_12_x]

API Standard - Above ground Storage Tank Standards A Tutorial

[link Point to another website Only the registered members can access]
No P.W.

Thanks