Pancake collapse of a tall building. In the section of a tall building shown in Fig. 9-71 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 (Fig. 9-71 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 1.5 ms. Under these simplified conditions, what value must the safety factor 5 exceed to prevent pancake collapse of the building? Figure 9-71 Problem 82.
Pancake collapse of a tall building. In the section of a tall building shown in Fig. 9-71 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 (Fig. 9-71 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 1.5 ms. Under these simplified conditions, what value must the safety factor 5 exceed to prevent pancake collapse of the building? Figure 9-71 Problem 82.
Pancake collapse of a tall building. In the section of a tall building shown in Fig. 9-71a, 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 (Fig. 9-71 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 1.5 ms. Under these simplified conditions, what value must the safety factor 5 exceed to prevent pancake collapse of the building?
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Question 4 of 6
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E :
The uniform 25-m pole has a mass of 120 kg and is supported by its smooth ends against the vertical walls and by the tension T in the
vertical cable. Compute the magnitudes of the reactions at A and B.
B
T
17 m
7
8 m
A
20 m
8:27
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18/06
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a
8-53.. A lantern of weight W is suspended at the end
horizontal bar of weight w and length L that is supported
by a cable that makes an angle with the side of a
vertical wall. Assume the weight of the bar is at its
center.
(a) Derive an equation for the tension in the cable.
(b) Calculate the tension in the cable for a bar of weight
28 N and length 1.5 m, plus a lantern of weight 85 N,
and the cable making a 37° angle to the vertical.
40²
D
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