20 kips 12 kips 1.5 ki ps/ft E B D +8ftt=10 ft-- 8 ft- 6 ft O 9 kips downward O 96 kips upward O 96 kips downward 2 kips downward O 12 kips upward O 27 kips downward O 27 kips upward O 12 kips downward O 18 kips upward O 20 kips upward 2 kips upward O 18 kips downward O 9 kips upward 26 kips downward O 20 kips downward O 26 kips upward Lu

International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter1: Introduction To Statics
Section: Chapter Questions
Problem 1.12P: A differential equation encountered in the vibration of beams is d4ydx4=2D where x = distance...
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The beam is subjected to applied loads as shown. Determine the reactions at the supports. 

20 kips 12 kips
1.5 ki ps/ft
A
E
B
D
-10 ft+ 8 ft-
8 ft-
6 ft
9 kips downward
96 kips upward
96 kips downward
2 kips downward
12 kips upward
27 kips downward
27 kips upward
12 kips downward
18 kips upward
20 kips upward
2 kips upward
18 kips downward
9 kips upward
26 kips downward
20 kips downward
26 kips upward
Lu
O O O O
Transcribed Image Text:20 kips 12 kips 1.5 ki ps/ft A E B D -10 ft+ 8 ft- 8 ft- 6 ft 9 kips downward 96 kips upward 96 kips downward 2 kips downward 12 kips upward 27 kips downward 27 kips upward 12 kips downward 18 kips upward 20 kips upward 2 kips upward 18 kips downward 9 kips upward 26 kips downward 20 kips downward 26 kips upward Lu O O O O
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