Compute the support reactions of the given beam below. Also, determine the maximum value of the positive and negative shear as well as the moment. (100 pts); 10 pts each for pt. a, pt. b, pt. e, and pt. f reaction/s for a total of 40 pts. Then, 30 pts for the maximum value of the positive and negative shear, 30 pts for the maximum value of the positive and negative moment for a total of 60 pts. Note: pt. a is hinge support, pt. b is roller support, pt. c is internal hinge support, pt. d is internal roller support, pt. e is roller support, and pt. f is a hinge support. Hint: Try to expose the internal reaction/s of the internal hinge support at pt. cas well as for pt. d internal roller support. For the units, the forces are in kN, then for the distances, take it as meters. 30k 40k 70k 30% to ... 5k 2 2" roller 12' 16'}3" 6' 24 24
Compute the support reactions of the given beam below. Also, determine the maximum value of the positive and negative shear as well as the moment. (100 pts); 10 pts each for pt. a, pt. b, pt. e, and pt. f reaction/s for a total of 40 pts. Then, 30 pts for the maximum value of the positive and negative shear, 30 pts for the maximum value of the positive and negative moment for a total of 60 pts. Note: pt. a is hinge support, pt. b is roller support, pt. c is internal hinge support, pt. d is internal roller support, pt. e is roller support, and pt. f is a hinge support. Hint: Try to expose the internal reaction/s of the internal hinge support at pt. cas well as for pt. d internal roller support. For the units, the forces are in kN, then for the distances, take it as meters. 30k 40k 70k 30% to ... 5k 2 2" roller 12' 16'}3" 6' 24 24
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Compute the support reactions of the given beam below. Also, determine the maximum value of the positive
and negative shear as well as the moment. (100 pts); 10 pts each for pt. a, pt. b, pt. e, and pt. f reaction/s
for a total of 40 pts. Then, 30 pts for the maximum value of the positive and negative shear, 30 pts for
the maximum value of the positive and negative moment for a total of 60 pts.
Note: pt. a is hinge support, pt. b is roller support, pt. c is internal hinge support, pt. d is internal roller
support, pt. e is roller support, and pt. f is a hinge support.
Hint: Try to expose the internal reaction/s of the internal hinge support at pt. cas well as for pt. d internal
roller support.
For the units, the forces are in kN, then for the distances, take it as meters.
30k
40k
70k 30%
to
...
5k
2
2"
roller
12' 16'}3" 6'
24
24
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