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  1. Wall Load per running foot = (Wall ht.)(Wall Thickness)(Unit wt.) Suppose you have 9inch thick wall of ht. 12ft and unit wt. of clay masonry brick is 120lb/cft. Wall Load/Rft =(12)(0.75)((120)=1080 lb/ft =1.08kip/ft Line load would not be assigned directly to area element (slab,wall). So assign a dummy beam and apply line load to this dummy beam.
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