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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
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
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