1 ft 3 ft 3 ft (-900î + 800j + 1000k) Ib.ft 3 ft 6 ft 3 ft E (-300î – 400 + 100k) Ibs The applied force at point E and the applied couple moment at point D are shown in the figure. Complete/calculate the following: (Where applicable, express the results as the (x, y, z) components of a Cartesian vector) 1. Draw the free-body diagram (FBD), showing the appropriate reaction forces and/or moments at the supports. (You must show the reactions in their component form i.e. show RAx, MRAX etc. on the FBD). Note: The support at point A is not able to resist a moment about the 'X' axis but is able to resist a force in this direction. 2. The unit vector Ágc 3. The position vector Teja
1 ft 3 ft 3 ft (-900î + 800j + 1000k) Ib.ft 3 ft 6 ft 3 ft E (-300î – 400 + 100k) Ibs The applied force at point E and the applied couple moment at point D are shown in the figure. Complete/calculate the following: (Where applicable, express the results as the (x, y, z) components of a Cartesian vector) 1. Draw the free-body diagram (FBD), showing the appropriate reaction forces and/or moments at the supports. (You must show the reactions in their component form i.e. show RAx, MRAX etc. on the FBD). Note: The support at point A is not able to resist a moment about the 'X' axis but is able to resist a force in this direction. 2. The unit vector Ágc 3. The position vector Teja
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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