Determine if the slab acts one-way system or two-way system then draw the loading that actsalong members. If you think there will be a point load in the form of a reaction coming from abeam/joist just, simply draw the reaction force at the node/joint. The floor system supports a 2-in. thick plywood and asphalt shingles. The density of the plywood material is 36 lb/ft and the asphalt shingle weights 2 lb/ft?. a) What is the applied total dead load? b) Sketch loading along joist BF and side girder ABCDE due to the dead load. a = 7 ft and b = 20 ft

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