Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Proposal for ACI 318 Shear Design
Traditionally, shear design has been regarded as a sectional design process--designers check that the applied shear force does not exceed the shear capacity in vertical sections of a beam. However, completing such a check at a section in the B-region does not explain the load transfer in the member from the location of the load to this section and from there further on to the D-region at the support. Yet, it is important that an engineer does understand this load transfer, and this is best communicated by using truss models for the shear design and generally strut-and-tie models for the design of whole members and for D-regions. Reineck addresses three topics on shear design process.
Proposal for ACI 318 Shear Design
Traditionally, shear design has been regarded as a sectional design process--designers check that the applied shear force does not exceed the shear capacity in vertical sections of a beam. However, completing such a check at a section in the B-region does not explain the load transfer in the member from the location of the load to this section and from there further on to the D-region at the support. Yet, it is important that an engineer does understand this load transfer, and this is best communicated by using truss models for the shear design and generally strut-and-tie models for the design of whole members and for D-regions. Reineck addresses three topics on shear design process.
Proposal for ACI 318 Shear Design
Karl-Heinz Reineck (Autor:in)
2017
Aufsatz (Zeitschrift)
Englisch
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