2.6 m 6 m 4.5 m 6 m Z 3 m W Answers: B TBC = 26.1 kN = 11.3 kN TBD RA = 65.9 KN

International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter9: Moments And Products Of Inertia Of Areas
Section: Chapter Questions
Problem 9.13P: Figure (a) shows the cross section of a column that uses a structural shape known as W867...
Question

4: A pole AB is being lifted using cables BC and BD. When the pole is tilted at an angle of 60⁰ from the horizontal, the resultant of the cable forces and the load W, acts at point A. The length of the pole = 12 m. Load W = 35 kN is at the mid-length of the pole. Calculate the tension in cables BC and BD, and the reaction at A. With complete fbd. 

2.6 m
6 m
4.5 m
6 m
Z
3 m
W
Answers:
B
TBC
= 26.1 kN
= 11.3 kN
TBD
RA = 65.9 KN
Transcribed Image Text:2.6 m 6 m 4.5 m 6 m Z 3 m W Answers: B TBC = 26.1 kN = 11.3 kN TBD RA = 65.9 KN
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