Using the tributary area method, compute the floor dead loads supported by columns Al and B2 in Figure 1. The floor system consists of a 6in thick reinforced concrete slab weighing 75 Ib/ft^2. Allow 15 Ib/ft^2 for the weight of floor beams, utilities, and a ceiling suspended from the floor. In addition, allow 10 Ib/ft^2 for lightweight partitions. The precast exterior wall supported by the perimeter beams weighs 600 Ib/ft.
Using the tributary area method, compute the floor dead loads supported by columns Al and B2 in Figure 1. The floor system consists of a 6in thick reinforced concrete slab weighing 75 Ib/ft^2. Allow 15 Ib/ft^2 for the weight of floor beams, utilities, and a ceiling suspended from the floor. In addition, allow 10 Ib/ft^2 for lightweight partitions. The precast exterior wall supported by the perimeter beams weighs 600 Ib/ft.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Using the tributary area method, compute the floor dead loads supported by columns Al and B2 in Figure 1. The floor system consists of a 6in thick reinforced concrete slab weighing 75 Ib/ft^2. Allow 15 Ib/ft^2 for the weight of floor beams, utilities, and a ceiling suspended from the floor. In addition, allow 10 Ib/ft^2 for lightweight partitions. The precast exterior wall supported by the perimeter beams weighs 600 Ib/ft.
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