12-05-2012, 09:24 AM
Can anybody post any guide line or any theory or post for providing expansion joints in a factory shed having conc. or steel columns and triangular truss roof ? (expansion joint will be parallel to roof truss)
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12-05-2012, 09:24 AM
Can anybody post any guide line or any theory or post for providing expansion joints in a factory shed having conc. or steel columns and triangular truss roof ? (expansion joint will be parallel to roof truss)
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