Using the tributary area method, compute the floor dead loads supported by columns A1 and B2 in Figure 2 4 The floor system consists of a 6 in thick reinforced concrete slab weighing 75 lb ft 2 Allow 15 lb ft 2 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 Figure 2 4 2 2 T 18' 18' A I 20' 10' 10' panel B 22' 22 III 11' panel panel D I 9' 9' 9' 9' panel panel

Question: Using the tributary area method, compute the floor dead loads supported by columns A1 and B2 in Figure 2.4. The floor system consists of a

Using the tributary area method, compute the floor dead loads supported by columns A1 and B2 in Figure 2.4. 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.

Figure 2.4

2 2 T 18' 18' A I- 20' 10' 10' panel B 22' 22 III 11' panel panel D -I 9' 9' 9' 9' panel panel

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Total floor dead load is D 7515 90 lbft 009 kipft Dead load to column A... View full answer

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