Answer:
M_AD = 1359.17 lb-in
Explanation:
Given:
- T_ef = 46 lb
Find:
- The moment of the force T_ef relative to the line connecting points A and D.
Solution:
- Determine the coordinates of point E:
mag(BC) = sqrt (48^2 + 36^2) = 60 in
BE / BC = 45 / 60 = 0.75
This means, E = < 0.75*48, 96, 36*0.75> = < 36, 96, 27 > in
- Calculate the unit vector for EF:
mag(EF) = sqrt ( (21-36)^2 + (96+14)^2 + (57-27)^2 ) = 115 in
vec(EF) = < -15, -110, 30 >
unit(EF) = (1/115) * < -15, -110, 30 >
- The tension on T_EF = (46/115) * < -15, -110, 30 > = < -6, -44, 12 > lb
- Calculate the unit vector for AD:
mag(AD) = sqrt ( (48)^2 + (-12)^2 + (36)^2 ) = 12*sqrt(26) in
vec(AD) = < 48, -12, 36 >
unit(AD) = (1/12*sqrt(26)) * < 48, -12, 36 >
unit(AD) = <0.7845, -0.19612, 0.58835 >
Next:
M_AD = unit(AD). ( E x T_EF)
![M_d = \left[\begin{array}{ccc}0.7845&-0.19612&0.58835\\36&96&27\\-6&-44&12\end{array}\right]](https://tex.z-dn.net/?f=M_d%20%3D%20%5Cleft%5B%5Cbegin%7Barray%7D%7Bccc%7D0.7845%26-0.19612%260.58835%5C%5C36%2696%2627%5C%5C-6%26-44%2612%5Cend%7Barray%7D%5Cright%5D)
M_AD = 1835.73 + 116.49528 - 593.0568
M_AD = 1359.17 lb-in