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Posted: Tue Nov 19, 2019 5:02 am Post subject: Wind load calculation for roof angle greater than 30degrees
I am currently designing a roof for a toll plaza where the client requires a roof with a negative slope greater than 45 degrees. However the Indian code IS 875-3 provides coefficients only till roof angles 20 degress (negative slope). Kindly provide direction of approach to the problem.
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