Posted by anil on February 05, 2003 at 20:14:44:
We are working on the designs of atemple in California- sittinng in India.
While we are conversant with the vocabulary of such a building we are not sure about the appropriate technology. Is FRG the right solution for the spires and Shikharas? Will it be correct to use steel in beams and columns. In India we use RCC and stone cladding. Will this be cost effective enough in USA. Can someone guide us?
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