The self-weight multiplier controls whether or not structural self-weight is included within a given load pattern. Typically, a self-weight multiplier of 1.0 is only assigned to the load pattern which represents the self-weight of the structure. Then a multiplier of zero is assigned to all other load patterns, but the load case which includes the self-weight load pattern is included within each load combination to account for the self-weight of the structure only once.
To ensure that self-weight is accounted for only once, check the base reactions listed in the output tables of any load case or combination.
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