Q3: Determine the reactions at the supports. Assume the support at A is fixed and that at B is a roller. Take E = 29×10³ ksi. The Moment of inertia of each segment is shown in the figure. (By Using The Force Method) A 9 ft- 30 k TAB=600 in4 18 ft 30 k BIBC-300 in C 12 ft
Q3: Determine the reactions at the supports. Assume the support at A is fixed and that at B is a roller. Take E = 29×10³ ksi. The Moment of inertia of each segment is shown in the figure. (By Using The Force Method) A 9 ft- 30 k TAB=600 in4 18 ft 30 k BIBC-300 in C 12 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:03: Determine the reactions at the supports. Assume the
support at A is fixed and that at B is a roller. Take
E = 29x10³ ksi. The Moment of inertia of each
segment is shown in the figure.
(By Using The Force Method)
A
9 ft-
30 k
TAB=600 in4
18 ft
30 k
B IBC= 300 in C
12 ft
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