Given: E= 20.5 GPa and I= 6.75x 10$ mm² where the Moment of Inertia of AB is 1.51 Analyze the frame using Slope Deflection Method and input your final answers (10%) & uploadyour complete solution(10%). Input your final answers for the following: 20+ MN/10 kN 30 kN 45 kN 1. What is the Fixed End Moment BD in kN-m? 2. What is the magnitude of 6B in radians? 3. What is the magnitude of the End Moment Е, 1.51 B E, I MAB in kN-m? 4. What is the magnitude of the End Moment MBD in kN-m? 10 kN/m E, I 5. What is the Vertical Reaction at C in kN? D 3.0 m 2.0 m | 2.0 m 3.0 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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MN=77

Magnitude of the Slope at A in radians

Magnitude of the Deflection at B in mm

Magnitude of the Deflection at C in mm

Magnitude of the Slope  at C in radians

Given: E= 20.5 GPa and I= 6.75x 10$ mm² where the Moment of Inertia of AB is 1.51
Analyze the frame using Slope Deflection Method and input your final answers (10%) &
uploadyour complete solution(10%). Input your final answers for the following:
20+ MN/10 kN
30 kN
45 kN
1. What is the Fixed End Moment BD in kN-m?
2. What is the magnitude of 6B in radians?
3. What is the magnitude of the End Moment
Е, 1.51
B
E, I
MAB in kN-m?
4. What is the magnitude of the End Moment
MBD in kN-m?
10 kN/m
E, I
5. What is the Vertical Reaction at C in kN?
D
3.0 m
2.0 m | 2.0 m
3.0 m
u s'E
Transcribed Image Text:Given: E= 20.5 GPa and I= 6.75x 10$ mm² where the Moment of Inertia of AB is 1.51 Analyze the frame using Slope Deflection Method and input your final answers (10%) & uploadyour complete solution(10%). Input your final answers for the following: 20+ MN/10 kN 30 kN 45 kN 1. What is the Fixed End Moment BD in kN-m? 2. What is the magnitude of 6B in radians? 3. What is the magnitude of the End Moment Е, 1.51 B E, I MAB in kN-m? 4. What is the magnitude of the End Moment MBD in kN-m? 10 kN/m E, I 5. What is the Vertical Reaction at C in kN? D 3.0 m 2.0 m | 2.0 m 3.0 m u s'E
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