Pancake collapse of a tall building. In the section of a tall building shown in Figure (a), the infrastructure of any given floor K must support the weight W of all higher floors. Normally the infrastructure is constructed with a safety factor s so that it can withstand an even greater downward force of sW. If, however, the support columns between K and L suddenly collapse and allow the higher floors to free- fall together onto floor K (Figure (b)), the force in the collision can exceed sW and, after a brief pause, cause K to collapse onto floor J, which collapses on floor I, and so on until the ground is reached. Assume that the floors are separated by d = 4.0 m and have the same mass. Also assume that when the floors above K free-fall onto K, the collision lasts 2.0 ms. Under these simplified conditions, what value must the safety factor s exceed to prevent pancake collapse of the building?

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Chapter9: Linear Momentum And Collisions
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Pancake collapse of a tall building. In the section of a tall building shown in Figure (a), the infrastructure of any given floor K must support
the weight W of all higher floors. Normally the infrastructure is constructed with a safety factor s so that it can withstand an even
greater downward force of sW. If, however, the support columns between K and L suddenly collapse and allow the higher floors to free-
fall together onto floor K (Figure (b)), the force in the collision can exceed sW and, after a brief pause, cause K to collapse onto floor J,
which collapses on floor I, and so on until the ground is reached. Assume that the floors are separated by d = 4.0 m and have the same
mass. Also assume that when the floors above K free-fall onto K, the collision lasts 2.0 ms. Under these simplified conditions, what
value must the safety factor s exceed to prevent pancake collapse of the building?
KI
N
M
L
K
11-11
Number
Units
(a)
(b)
Transcribed Image Text:Pancake collapse of a tall building. In the section of a tall building shown in Figure (a), the infrastructure of any given floor K must support the weight W of all higher floors. Normally the infrastructure is constructed with a safety factor s so that it can withstand an even greater downward force of sW. If, however, the support columns between K and L suddenly collapse and allow the higher floors to free- fall together onto floor K (Figure (b)), the force in the collision can exceed sW and, after a brief pause, cause K to collapse onto floor J, which collapses on floor I, and so on until the ground is reached. Assume that the floors are separated by d = 4.0 m and have the same mass. Also assume that when the floors above K free-fall onto K, the collision lasts 2.0 ms. Under these simplified conditions, what value must the safety factor s exceed to prevent pancake collapse of the building? KI N M L K 11-11 Number Units (a) (b)
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