A LOAD OF 6 KN IS SUPPORTED AS 0.75 m SHOWN IN THE FIGURE. THE WEIGHT OF THE PULLEY IS 2 KN. NEGLECT THE WEIGHT OF THE 6 kN 750 N/m BARS. WHAT IS THE MAGNITUDE AND DIRECTION (MEASURED FROM 2.00 m 2.00 m 2.50 m THE HORIZONTAL) OF THE 0.50 m REACTION AT C. 3.00 m

A LOAD OF 6 KN IS SUPPORTED AS 0.75 m SHOWN IN THE FIGURE. THE WEIGHT OF THE PULLEY IS 2 KN. NEGLECT THE WEIGHT OF THE 6 kN 750 N/m BARS. WHAT IS THE MAGNITUDE AND DIRECTION (MEASURED FROM 2.00 m 2.00 m 2.50 m THE HORIZONTAL) OF THE 0.50 m REACTION AT C. 3.00 m

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter13: Slope Stability

Section: Chapter Questions

Problem 13.23P

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Question

A LOAD OF 6 KN IS SUPPORTED AS
0.75 m
SHOWN IN THE FIGURE. THE
WEIGHT OF THE PULLEY IS 2 KN.
NEGLECT THE WEIGHT OF THE
6 kN
750 N/m
BARS. WHAT IS THE MAGNITUDE
AND DIRECTION (MEASURED FROM
2.00 m
2.00 m
2.50 m
THE
HORIZONTAL)
OF
THE
0.50 m
REACTION AT C.
3.00 m

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