Given Data:
The tension in cable AB is: T1 =200 lb
The tension in cable AC is: T2 =400 lb
The tension in cable AD is: T3 =350 lb
The unit tension in cable AB is:
T 1 ⃗ = ( 200 l b ) × ( 5 i − 6 j − 14 k ) f t ( 5 f t ) 2 + ( − 6 f t ) 2 + ( − 14 f t ) 2 = ( 200 l b ) × ( 5 i − 6 j − 14 k ) f t 16.03 f t = ( 62.38 i − 74.86 j − 174.67 k ) l b \vec{T_1}=(200 \;lb) \times \frac{(5i-6j-14k)\;ft}{\sqrt{(5 \;ft)^2 + (-6 \;ft)^2 + (-14 \;ft)^2}} \\
=(200\;lb) \times \frac{(5i-6j-14k) \;ft}{16.03 \;ft} \\
= (62.38i -74.86j -174.67k) \;lb T 1 = ( 200 l b ) × ( 5 f t ) 2 + ( − 6 f t ) 2 + ( − 14 f t ) 2 ( 5 i − 6 j − 14 k ) f t = ( 200 l b ) × 16.03 f t ( 5 i − 6 j − 14 k ) f t = ( 62.38 i − 74.86 j − 174.67 k ) l b
The unit tension in cable AC is:
T 2 ⃗ = ( 400 l b ) × ( − 3 i − 3 j − 14 k ) f t ( − 3 f t ) 2 + ( − 3 f t ) 2 + ( − 14 f t ) 2 = ( 400 l b ) × ( − 3 i − 3 j − 14 k ) f t 14.63 f t = ( − 82.02 i − 82.02 j − 382.78 k ) l b \vec{T_2}=(400 \;lb) \times \frac{(-3i-3j-14k)\;ft}{\sqrt{(-3 \;ft)^2 + (-3 \;ft)^2 + (-14 \;ft)^2}} \\
=(400\;lb) \times \frac{(-3i-3j-14k) \;ft}{14.63 \;ft} \\
= (-82.02i -82.02j -382.78k) \;lb T 2 = ( 400 l b ) × ( − 3 f t ) 2 + ( − 3 f t ) 2 + ( − 14 f t ) 2 ( − 3 i − 3 j − 14 k ) f t = ( 400 l b ) × 14.63 f t ( − 3 i − 3 j − 14 k ) f t = ( − 82.02 i − 82.02 j − 382.78 k ) l b
The unit tension in cable AD is:
T 3 ⃗ = ( 350 l b ) × ( 2 i + 6 j − 14 k ) f t ( 2 f t ) 2 + ( 6 f t ) 2 + ( − 14 f t ) 2 = ( 350 l b ) × ( 2 i + 6 j − 14 k ) f t 15.36 f t = ( 45.57 i − 136.72 j − 319 k ) l b \vec{T_3}=(350 \;lb) \times \frac{(2i+6j-14k)\;ft}{\sqrt{(2 \;ft)^2 + (6 \;ft)^2 + (-14 \;ft)^2}} \\
=(350\;lb) \times \frac{(2i+6j-14k) \;ft}{15.36 \;ft} \\
= (45.57i -136.72j -319k) \;lb T 3 = ( 350 l b ) × ( 2 f t ) 2 + ( 6 f t ) 2 + ( − 14 f t ) 2 ( 2 i + 6 j − 14 k ) f t = ( 350 l b ) × 15.36 f t ( 2 i + 6 j − 14 k ) f t = ( 45.57 i − 136.72 j − 319 k ) l b
The resultant force acting on the flaqpole is:
R ⃗ = [ ( 62.38 − 82.02 + 45.57 ) i + ( − 74.86 − 82.02 + 136.72 ) j + ( − 174.67 − 382.78 − 319 ) k ] R ⃗ = 25.93 i − 20.16 j − 876.45 k l b \vec{R}= [(62.38 -82.02+45.57)i +(-74.86-82.02+136.72)j +(-174.67-382.78-319)k] \\
\vec{R} = 25.93i -20.16j -876.45k \;lb R = [( 62.38 − 82.02 + 45.57 ) i + ( − 74.86 − 82.02 + 136.72 ) j + ( − 174.67 − 382.78 − 319 ) k ] R = 25.93 i − 20.16 j − 876.45 k l b
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