Using the tributary area method, compute the floor dead loads supported by columns A1 and B2 in Figure 1.2. The floor system consists of a 6-in.-thick reinforced concrete slab weighing 75 lb/ft2. Allow 15 lb/ft2 for the weight of floor beams, utilities, and a ceiling suspended from the floor. The precast exterior wall supported by the perimeter beams weighs 600 lb/ft. 18' 18′ -20° 10' 10' panel ∙I panel Figure 1.2 panel panel panel
Using the tributary area method, compute the floor dead loads supported by columns A1 and B2 in Figure 1.2. The floor system consists of a 6-in.-thick reinforced concrete slab weighing 75 lb/ft2. Allow 15 lb/ft2 for the weight of floor beams, utilities, and a ceiling suspended from the floor. The precast exterior wall supported by the perimeter beams weighs 600 lb/ft. 18' 18′ -20° 10' 10' panel ∙I panel Figure 1.2 panel panel panel
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Calculate the design loads for the members required. After the loads are calculated, draw the idealized/structural system component with the calculated loads.
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