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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1 ft
3 ft
B
3 ft
3 ft
(-9002 + 800f + 1000k) Ib.ft
6 ft
3 ft
E
(-300î – 400ĵ + 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 ÅBc
3. The position vector Tɛ/a
4. The position vector īB/a
Transcribed Image Text:1 ft 3 ft B 3 ft 3 ft (-9002 + 800f + 1000k) Ib.ft 6 ft 3 ft E (-300î – 400ĵ + 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 ÅBc 3. The position vector Tɛ/a 4. The position vector īB/a
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