Used with permission from “Engineering Mechanics: Statics,” McGill/King, 4th Ed., 2003
1 point
a. Equivalent Force = 1730\hat{i}1730
i
^
+1000\hat{j}1000
j
^
lb
Equivalent Moment = -6660\hat{k}6660
k
^
ft-lb
b. Equivalent Force = 1000\hat{i}1000
i
^
+1730\hat{j}1730
j
^
lb
Equivalent Moment = -8460\hat{k}8460
k
^
ft-lb
c. Equivalent Force = 1730\hat{i}1730
i
^
+1000\hat{j}1000
j
^
lb
Equivalent Moment = -10700\hat{k}10700
k
^
ft-lb
d. None of the above
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Answer:
Do not know sorry for the late reply but I have been working
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