Situation 3: As shown in the figure block D is used to support the 100-kg uniform pole. ABC in the position shown.. - SL B A=0.2 -3 m- -0.2. D 11 C . 4 m 1. Find the normal force at point B. Find the frictional force at point B. 2. 3. Calculate the weight of the lightest block D than can be. used to support the pole against impending sliding.
Situation 3: As shown in the figure block D is used to support the 100-kg uniform pole. ABC in the position shown.. - SL B A=0.2 -3 m- -0.2. D 11 C . 4 m 1. Find the normal force at point B. Find the frictional force at point B. 2. 3. Calculate the weight of the lightest block D than can be. used to support the pole against impending sliding.
Principles of Foundation Engineering (MindTap Course List)
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ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
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Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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
Transcribed Image Text:Situation 3: As shown in the figure block D is used to
support the 100-kg uniform pole. ABC in the position shown..
1.
2.
3.
7.5 m-
A=0.2
-3 m-
-0.2.
D
11
C
4 m
.
Find the normal force at point B.
Find the frictional force at point B.
Calculate the weight of the lightest block D than can be.
used to support the pole against impending sliding..
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