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Foundation design for Gas turbine/ref-blast furnece design o

 
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s_n_surya at yahoo.com
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PostPosted: Sun Dec 21, 2003 5:40 am    Post subject: Foundation design for Gas turbine/ref-blast furnece design o Reply with quote

DEAR SIR
I THINK ANY ONE FROM DASTURCO OR MECON CAN CLARIFY YU
ALSO DESIN AT -SAVITRI THEATRE AT N-DELHI ALSO WELL
VERSED.
THE PRINCIPLE IS  AS DESCRIBED ABOVE FOR B-FURNACE OR
BALL MILL
SURYA
ref-blast furnece design or ball mill design[german or
russain]
--- pimple_p@yahoo.co.in wrote:
Quote:
Dear Prasad
U can take 3 times static load in absence of dynamic
load data for foundation design
Thanks
Prasad Pimple


h.shivaprasad@chemtexblr.co.in wrote:
Dear friends,

I have to design one gas turbine foundation.
Foundation block size is 12.1 m x 3.2m & this size
is already fixed by vendor. Vendor has not given any
dynamic loads & he is confirmed 30 T static load at
6 locations (total 180 T). This load is inclusive of
dynamic & short circuit load etc. Can any one tell
me about the design aspects.

Regards

H.P.Shivaprasad























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