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Posted: Sun Dec 21, 2003 5:40 am Post subject: Foundation design for Gas turbine/ref-blast furnece design o
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] --- firstname.lastname@example.org wrote:
Dear Prasad U can take 3 times static load in absence of dynamic load data for foundation design Thanks Prasad Pimple
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.
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