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Introducing the capacity axis, a geometric property that is not considered in the existing literature, this book illustrates analytical procedures for predicting the capacities of circular and rectangular sections in concrete and steel materials. This new analytical method uses the capacity axis not only to determine the minimum capacity for biaxial bending but also to satisfy the equilibrium of external and internal forces. Under the current standard interaction formula, satisfaction of equilibrium conditions is not possible. The author demonstrates how the currently accepted method is crude…mehr

Produktbeschreibung
Introducing the capacity axis, a geometric property that is not considered in the existing literature, this book illustrates analytical procedures for predicting the capacities of circular and rectangular sections in concrete and steel materials. This new analytical method uses the capacity axis not only to determine the minimum capacity for biaxial bending but also to satisfy the equilibrium of external and internal forces. Under the current standard interaction formula, satisfaction of equilibrium conditions is not possible. The author demonstrates how the currently accepted method is crude and ineffective and proves this condition using the results of the analytical method.

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