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Posted: Sat May 01, 2010 6:35 am Post subject: DESIGN OF STEEL PIPE RACKS IN OIL REFINERIES-IS 800 (2007)
Good moring to everyone.
As per IS 800,latest edition a new secton on ductile designing has been added ( secton 12) wherein the joint connection details/splices/bracings and base plates etc have been delt with considering ductlity of structure.
While design the pipe rack,which is 30-50 meters in height wind forces are governing the design.The area is under ZONE III.
My question is do we conside section 12 of the code as it is applicable for EQ forces only. If the parameters are considered then section/bolt nos. and gusset plate sizes increases appreciably much beyond the governing case ( wind load) requirements.
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