. 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 Ib/ft?. Allow 15 Ib/ft? 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 Ib/ft. 18 Cpanel 18 Epanel 10 10 11' ! 11 11'! 11 Epanel Epanel Epanel

Architectural Drafting and Design (MindTap Course List)
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Author:Alan Jefferis, David A. Madsen, David P. Madsen
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Chapter29: Design Criteria For Structural Loading
Section: Chapter Questions
Problem 29.3Q
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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 Ib/ft?. Allow 15 Ib/ft? 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.
20
18
C.panel
9'
18
Epanel
10
10
11' ! 11
11'! 11
Epanel
Epanel
Epanel
Figure 1.2
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 Ib/ft?. Allow 15 Ib/ft? 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. 20 18 C.panel 9' 18 Epanel 10 10 11' ! 11 11'! 11 Epanel Epanel Epanel Figure 1.2
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