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Structural Analysis - The Analytical Method (Hardcover)
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Structural Analysis - The Analytical Method (Hardcover)
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A new analytical method that uses the capacity axis of a section to
determine its minimum capacity for biaxial bending as well as
provide the reference for equilibrium of external and internal
forces has been developed. Introducing this method, Structural
Analysis: The Analytical Method illustrates the procedures for
predicting the capacities of circular and rectangular sections in
concrete and steel materials. By applying basic mathematics to the
standard principles in structural analysis, the author derived for
the first time all the equations required for solving the true
capacity of circular and rectangular sections in structural design.
Previous authors have been unable to employ basic mathematics and
thus resorted to approximate methods, such as the standard
interaction formula for biaxial bending or more sophisticated
methods illustrated in current literature on the subject of
determining the capacity of above structural sections. The book
begins with a discussion of the capacities of rectangular and
circular footing foundation for a given allowable soil-bearing
pressure followed by the author's latest integration of the
Boussinesq's elastic equation for the dispersion of surface loads
in determining the exact average pressure to use in the standard
soil settlement formula. The author provides all the equations and
tabulated values of key point's capacities of commercially-produced
steel pipe, rectangular tubing, and steel I-sections. He then lists
the derived equations for the determination of the ultimate
strength capacity curve of reinforced concrete columns and
concrete-filled tubular columns without using the rectangular
stress block method of analysis. Elucidating an elegant,
straightforward, and precise method, thus limiting guesswork, this
book makes it easier to confirm the adequacy and safety of designs
by direct comparison of the external loads to the internal
capacities of circular and rectangular sections in structural
analysis and design.
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