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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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.

2. 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
B
-22'
11' 11'
panel
Figure 1.2
panel
panel
panel
Transcribed Image Text:2. 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 B -22' 11' 11' panel Figure 1.2 panel panel panel
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