Chapter 12 - Displacement Method of Analysis: Moment Distribution
Objectives Concepts
1. general principles and definitions 2. moment distribution for beams 3. stiffness-factor modifications 4. moment distribution for frames: no sidesway 5. moment distribution for frames: sidesway Problems
* examples to be discussed in class
#S: number of spans
sym: symmetric
asym: antisymmetric
SS: sidesway
7e
Examples7e
HomeworkSpread-
sheetAutodesk
Robotbeam
2S 12.001 -- -- solution solution This spreadsheet can be used to check your
derivations for beams and simple frames
(no tees or sidesway) with constant EI.
- created by Danielle Young and Josh Jensby
The password is 'please'.2S 12.002 -- solution -- solution 2S 12.003 -- solution -- solution 2S 12.004 -- -- solution solution 2S 12.005 solution* -- -- solution 4S sym 12.006 -- solution -- solution 2S 12.007 solution* -- -- solution 2S 12.008 -- -- solution solution 2S asym 12.009 -- -- solution solution 3S 12.010 -- solution solution solution frame 2S 12.011 -- solution -- solution 3S 12.012 solution* -- -- solution 4S 12.013 -- -- -- -- 4S 12.014 -- solution -- solution 2S 12.015 -- -- solution -- 3S SS 12.016 -- -- -- -- 3S SS 12.017 -- -- -- -- 3S SS 12.018 -- -- -- -- 3S SS 12.019 -- -- -- solution 3S SS 12.020 -- -- -- -- 3S SS 12.021 -- -- -- --