3. A scoop carries 610 kg of load with center of mass at G. Neglecting the mass of the members, calculate the following: (Use g = 9.81 m/s?) a. The hydraulic force in IJ, and b. The hydraulic force in BC. A 30° 350 mm 30° H B C 200 mm 300 mm F 300 mm -200 mm G 100 mm D -400 mm- 200 mm -200 mm 50 mm 50 mm Answer: a. F = 11,051.9516 N (T); b. FBC = 18,807.1714 N (C) %3D
3. A scoop carries 610 kg of load with center of mass at G. Neglecting the mass of the members, calculate the following: (Use g = 9.81 m/s?) a. The hydraulic force in IJ, and b. The hydraulic force in BC. A 30° 350 mm 30° H B C 200 mm 300 mm F 300 mm -200 mm G 100 mm D -400 mm- 200 mm -200 mm 50 mm 50 mm Answer: a. F = 11,051.9516 N (T); b. FBC = 18,807.1714 N (C) %3D
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter14: Sheet-pile Walls
Section: Chapter Questions
Problem 14.5P
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Transcribed Image Text:3. A scoop carries 610 kg of load with center of mass at G. Neglecting the mass of the
members, calculate the following: (Use g = 9.81 m/s²)
a. The hydraulic force in IJ, and
b. The hydraulic force in BC.
A
30°
350 mm
30°
H
B
C
200 mm
300 mm
F
300 mm
-200 mm
G.
100 mm
D
400 mm
-200 mm
200 mm
50 mm
50 mm-
Answer: a. Fj
= 11,051.9516 N (T); b. FBC = 18,807.1714 N (C)
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