. 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
. 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)
7th Edition
ISBN:9781285165738
Author:Alan Jefferis, David A. Madsen, David P. Madsen
Publisher:Alan Jefferis, David A. Madsen, David P. Madsen
Chapter29: Design Criteria For Structural Loading
Section: Chapter Questions
Problem 29.3Q
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