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
Related questions
Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe3acf6a6-30f5-4bc7-ac16-270edca78ecc%2Ff614ca38-6030-4533-8bd0-4494009b1c1b%2Fw7trej_processed.png&w=3840&q=75)
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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