Titlebook: Reinforced Concrete Design to Eurocode 2; Giandomenico Toniolo,Marco di Prisco Textbook 2017 Springer International Publishing AG 2017 R/C

Insensate

聲明

Centred Axial Force,oceeding with the tension members, for which in particular the criteria for cracking calculation are given. In the final section the structure of a multi-storey building is described, assumed as applicative example for the design calculations. The analysis of loads is developed and the complete desi

設(shè)施

Bending Moment,ation are here extended to beams in flexure, for which the analysis of deformation is shown including creep effects. In the final section after the specific analysis of loads, the design of floors is shown with the pertinent serviceability and resistance verifications.

裂隙

Shear,the related models are deduced, that is the tooth model for beams without shear reinforcement and the truss model for beams with shear reinforcement, with their more recent improvements. In the final section, after the completion of the floor design with the pertinent shear verifications, a complete

Coma704

Beams in Bending,trut and ties balanced schemes are then applied to the resistance calculations of bearings, corbels, deep beams and slabs in punching shear. The criteria of nonlinear and collapse analysis are also presented. In the final section, the same beam examined in Chap.?. is designed again with the differen

稱(chēng)贊

Eccentric Axial Force,erifications. Specific design models are shown for columns and the criteria for nonlinear analysis of frames are presented. In the final section a complete design of an edge column is developed, starting from the stress analysis and following with the pertinent verifications of the critical sections

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委屈

Torsion,s deduced from the basic structural mechanics, the peripheral truss model is described, with its more recent improvements, for the torsional resistance calculations of RC beams. The interaction of torsion with the other internal force components of bending moment, shear and axial action is treated f

ANNUL

Deduct

Prestressed Beams,echnologies, one based on the pretensioning and the other on the postensioning of the steel tendons, including the effects of prestressing losses. A discourse on the tendon profile in the beams is developed to orientate the deign choices. The resistance calculations of the current prestressed sectio