17.23 Determine the member end moments and reactions for the frame of Fig. P17.23 for the loading shown in the figure and the support settlements of 20 mm at A and 30 mm at D. Use the method. moment-distribution
17.23 Determine the member end moments and reactions for the frame of Fig. P17.23 for the loading shown in the figure and the support settlements of 20 mm at A and 30 mm at D. Use the method. moment-distribution
Chapter16: Moment-distribution Method
Section: Chapter Questions
Problem 7P
Related questions
Question
The answer are MAC = 0 , MDE = 100 kN-m , MCA = 128.46 kN-m , MBC = 397.2 kN-m , MCB =106.33 kN-m , MCD = 22.01 kN-m , MDC = 100 kN-m
Transcribed Image Text:17.23 Determine the member end moments and reactions
for the frame of Fig. P17.23 for the loading shown in
the figure and the support settlements of 20 mm at A and
30 mm at D. Use the moment-distribution
method.
2 m
2 m
1
50 kN/m
TTI
-200 kN-
6 m
El
=
E 70 GPa
=
6 m
constant
D
50 kN
2 m
I=496(106) mm4
E
Expert Solution
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by step
Solved in 7 steps with 5 images
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Recommended textbooks for you