, Outline
§13.1 Introduction
§13.2 Development of the Moment
Distribution Method
§13.3 Summary of the Moment Distribution
Method with No Joint Translation
§13.4 Analysis of Beams by Moment
Distribution
§13.5 Modification of Member Stiffness
2
, Outline (continued)
§13.6 Analysis of Frames That Are Free
to Sidesway
§13.7 Analysis of an Unbraced Frame for
General Loading
§13.8 Analysis of Multistory Frames
§13.9 Nonprismatic Members
3
, §13.1 Introduction
Temporary clamps added at joints B and C to produce a
restrained structure consisting of two fixed end beams
Figure 13.1 Continuous beam analyzed
by moment distribution
4
§13.1 Introduction
§13.2 Development of the Moment
Distribution Method
§13.3 Summary of the Moment Distribution
Method with No Joint Translation
§13.4 Analysis of Beams by Moment
Distribution
§13.5 Modification of Member Stiffness
2
, Outline (continued)
§13.6 Analysis of Frames That Are Free
to Sidesway
§13.7 Analysis of an Unbraced Frame for
General Loading
§13.8 Analysis of Multistory Frames
§13.9 Nonprismatic Members
3
, §13.1 Introduction
Temporary clamps added at joints B and C to produce a
restrained structure consisting of two fixed end beams
Figure 13.1 Continuous beam analyzed
by moment distribution
4
