The Influence Line Approach to the Analysis of Rigid Frames offers
a simple method of analysis of indeterminate structures. It is
original and independent of other methods. The author derived these
equations by applying an algebraic rather than an arithmetical
method of distribution of fixed-end moments. His method is fully
explained and illustrated by worked examples.
The equations listed in the Tables in The Influence Line
Approach to the Analysis of Rigid Frames offer a simple approach to
the analysis of rigid frames, including building frames, rendering
them statically determinate for any system of loading, static or
moving and including the self weight of a structure.
Particularly useful aspects to the reader are:
-The equations are of an elementary nature consisting only of
distribution factors and the co-efficient of a span length and to
which values from zero to unity are given.
-The equations can be used to analyze frames the members of which
can be either of constant or variable cross-section, and in both
cases distributions of fixed-end moments are not required.
-In addition, the evaluation of fixed-end moments is not required
when the frame consists of members of constant cross-section.
-The equations are independent of other methods of analysis
requiring neither the use of model analysis nor the application of
linear equations.
-The equations offer a good indication of structural
behavior.
-The Tables lend themselves to expansion catering for different
degrees of end fixation. The Influence Line Approach to the
Analysis of Rigid Frames can be taught not only to university
undergraduate students, but also to those pursuing
middle-levelcourses in Civil Engineering, Structural Engineering
and Building. In addition, practicing assistant structural
designers will find it a useful reference work.
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