The frame is loaded as shown in the figure. The supports at A is fixed and D is hinged. Use Slope- Deflection in determining the following: a. Unknown rotations or displacement b. Moments at each segment c. Reaction at the given supports. 58 kN/m B C E = 210 GPa ալլ 33 kN/m 125x106mm²4 130x106 mm4 16.5 m 85 kN 120x106 mm² D 2.4 m E 7.5 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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STRUCTURAL THEORY 2
Instruction: Express your intermediate answers in FRACTION or with at least FOUR decimal places
and simplify your FINAL answers up to TWO DECIMAL PLACES. BOX your FINAL ANSWERS.
The frame is loaded as shown in the figure. The supports at A is fixed and D is hinged. Use Slope-
Deflection in determining the following:
a. Unknown rotations or displacement
b. Moments at each segment
c. Reaction at the given supports.
E = 210 GPa
58 kN/m
B
C
11 m
33 kN/m
125x106 mm4
130x106 mm¹
16.5 m
85 kN
120x106 mm4
D
2.4 m
E
7,5 m
Transcribed Image Text:Instruction: Express your intermediate answers in FRACTION or with at least FOUR decimal places and simplify your FINAL answers up to TWO DECIMAL PLACES. BOX your FINAL ANSWERS. The frame is loaded as shown in the figure. The supports at A is fixed and D is hinged. Use Slope- Deflection in determining the following: a. Unknown rotations or displacement b. Moments at each segment c. Reaction at the given supports. E = 210 GPa 58 kN/m B C 11 m 33 kN/m 125x106 mm4 130x106 mm¹ 16.5 m 85 kN 120x106 mm4 D 2.4 m E 7,5 m
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