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Required Allowable Loads on Skid Tie-ins
All, Our Client is asking to consider in designing of a skid that anchored tie-ins shall have allowable forces and moments (absolute typical values for all tie-ins is given by client). What is the proper way to consider those loads in Caesar? Shall i use the typical values as they are or there...- Koussi
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- Forum: COADE, Inc.: CAESAR II
