Приказ основних података о документу

dc.creatorPecić, Nenad
dc.date.accessioned2021-03-04T10:47:18Z
dc.date.available2021-03-04T10:47:18Z
dc.date.issued2003
dc.identifier.isbn9989-9785-1-6
dc.identifier.urihttps://grafar.grf.bg.ac.rs/handle/123456789/2273
dc.description.abstractAn overall comparison of the shear design according to EC2 (prEN 1992-1-1, July 2002.) with Yugoslav PBAB 87 is presented. Required amount of the reinforcing steel is analyzed through several levels of stressing. Changes of the first published ENV 1992-1-1 (December 1991.), related to the shear design, are also reviewed.sr
dc.language.isoensr
dc.publisherMASE-Macedonian Association of Structural Engineerssr
dc.rightsopenAccesssr
dc.source10th International Symposium MASEsr
dc.subjectconcrete structuressr
dc.subjectdesignsr
dc.subjectshearsr
dc.subjectEurocode 2sr
dc.subjectPBAB 87sr
dc.titleEC2: Design of reinforced concrete for shearsr
dc.typeconferenceObjectsr
dc.rights.licenseARRsr
dc.citation.epage430
dc.citation.spage425
dc.citation.volume1
dc.identifier.fulltexthttps://grafar.grf.bg.ac.rs/bitstream/id/9098/bitstream_9098.pdf
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_grafar_2273
dc.type.versionpublishedVersionsr


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Приказ основних података о документу