Insensate
发表于 2025-3-23 09:55:15
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声明
发表于 2025-3-23 15:02:17
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
设施
发表于 2025-3-23 21:00:55
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
发表于 2025-3-23 23:43:20
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
发表于 2025-3-24 06:16:56
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
称赞
发表于 2025-3-24 07:04:26
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
beta-carotene
发表于 2025-3-24 13:45:02
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委屈
发表于 2025-3-24 18:29:46
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
发表于 2025-3-24 20:13:16
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Deduct
发表于 2025-3-25 01:26:14
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