2. Figure 2 shows a plan and elevation view of the proposed warehouse building. For the proposed building, wall dead loads can be computed assuming the walls to be made of concrete panels, 10 m in height, and 14 cm thick. 75 m 100 m 75 m 10 m a) Plan View b) Elevation Figure 2: a) Plan view and b) elevation view of warehouse building. (a) What is the effective wall load on the strip footings in kN/m? You may assume that the the loads on the floor are not transferred to the strip footings. You may also assume that half the roof load goes to each wall. (b) If you use an unembedded strip footing for each wall what width is needed to maintain a bearing capacity factor of safety of two?
2. Figure 2 shows a plan and elevation view of the proposed warehouse building. For the proposed building, wall dead loads can be computed assuming the walls to be made of concrete panels, 10 m in height, and 14 cm thick. 75 m 100 m 75 m 10 m a) Plan View b) Elevation Figure 2: a) Plan view and b) elevation view of warehouse building. (a) What is the effective wall load on the strip footings in kN/m? You may assume that the the loads on the floor are not transferred to the strip footings. You may also assume that half the roof load goes to each wall. (b) If you use an unembedded strip footing for each wall what width is needed to maintain a bearing capacity factor of safety of two?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:2. Figure 2 shows a plan and elevation view of the proposed warehouse building. For the
proposed building, wall dead loads can be computed assuming the walls to be made of
concrete panels, 10 m in height, and 14 cm thick.
75 m
100 m
75 m
10 m
a) Plan View
b) Elevation
Figure 2: a) Plan view and b) elevation view of warehouse building.
(a) What is the effective wall load on the strip footings in kN/m? You may assume that the
the loads on the floor are not transferred to the strip footings. You may also assume that
half the roof load goes to each wall.
(b) If you use an unembedded strip footing for each wall what width is needed to maintain a
bearing capacity factor of safety of two?
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