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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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