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z D 50° 0 sinda in (0, 3.46, 0) m Fnin MN buy ck Prob. 371 indik kanmak C (1, 0, -1.732) m 60° vel noktayi anm B 40°

z D 50° 0 sinda in (0, 3.46, 0) m Fnin MN buy ck Prob. 371 indik kanmak C (1, 0, -1.732) m 60° vel noktayi anm B 40°

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Note: Please do not use AI in answering, the answer is not 220.6 in any of the magnitudes. 
Give proper step-by-step solution and please notice the given values in the picture. Based on the figure, A horizontal circular plate is suspended from 3 wires that are attached to support D and form 30-degree angles with the vertical. Given that the x-component of the force by the wire AD on D is negative 110.3 newtons, the x, y, and z unit direction vector component of tension CD is 0.25, -0.86, and -0.43 respectively, and that the length of wire BD is 4m. Find the tension of wires AD, CD, and BD. Additionally, with the information, calculate the plate's weight.

z D 50° 0 sinda in (0, 3.46, 0) m Fnin MN buy ck Prob. 371 indik kanmak C (1, 0, -1.732) m 60° vel noktayi anm B 40°
Transcribed Image Text:z D 50° 0 sinda in (0, 3.46, 0) m Fnin MN buy ck Prob. 371 indik kanmak C (1, 0, -1.732) m 60° vel noktayi anm B 40°
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