Titlebook: Design of Reinforced Concrete Sections Under Bending and Axial Forces; Tables and Charts Ac Helena Barros,Joaquim Figueiras,Mário Pimentel

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M. Gorchtein,P.A.M. Guichon,M. Vanderhaeghenf concrete and steel in cross-sections of the structural members, as well as the reinforcement amount and layout. The tables are applied to rectangular cross-sections subjected to bending moment only, or bending moment and axial force. The design charts consider axial force and bending moment in rec

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Dmitri L. Finkelshtein,Maria João Oliveirassed concrete design of buildings and other infrastructure concrete elements. The design tables, elaborated according to the EC2 rules, are applied to the design and safety verification to the ultimate limit state of reinforced and prestressed concrete cross-sections of beams and columns subjected t

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https://doi.org/10.1007/978-3-642-54271-8tions[2]. The design charts are applicable to the safety verification and design of reinforced concrete rectangular and circular cross-sections. Dedicated charts are provided for both uniaxial and biaxial bending moment with axial force. Concrete classes from C12 to C50 and the steel strength class

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Calculation Methods and Assumptions,orces and bending moments. The solution to this problem requires establishing the equilibrium equations, the compatibility conditions, the adoption of constitutive laws for the materials. The latter are based on Eurocode 2 (EC2) [2] recommendations regarding to the stress–strain relationships for the concrete and the steel.

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Application Examples,ing moments. The tables and charts refer to ultimate limit state conditions while the diagrams can be used for assessing the stresses in cracked sections in serviceability conditions where linear elastic behavior may be assumed. The examples presented in this section were prepared to guide the reader through the correct use of these tools.

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Design Charts,tions[2]. The design charts are applicable to the safety verification and design of reinforced concrete rectangular and circular cross-sections. Dedicated charts are provided for both uniaxial and biaxial bending moment with axial force. Concrete classes from C12 to C50 and the steel strength class S500 are considered.

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