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Posted: Thu Jan 09, 2014 2:13 pm Post subject: deflection of Rafter supporting member
Respected Pandya sir,
I am the final year B.E. student. I don't understand what is meant by rafter supporting member because table 6 of IS 800 stipulates that Allowable vertical deflection shall be L/180 for rafter supporting member that support metal sheeting.My question is that what is meant by Rafter supporting member and whether this limit is used to check vertical deflection of truss.
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