Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Beam to Column Joints
Pinned joints of composite beams to steel or composite columns are often used in multi‐storey buildings. Pinned joints are normally assumed to give vertical support and to be able to rotate without damage. This chapter illustrates a pinned joint of a composite beam to a steel column with angle cleats. It also illustrates the type of shear plate connection. This type of joint is particularly suitable where beam shear is high and/or speed of erection is an important consideration. The specific detail of the junction between the shear plate and the end plate ensures that the connection integrity is maintained. Generally, joints are classified by stiffness (rigid, nominally pinned or semi‐rigid) and by strength (full‐strength, nominally pinned or partial‐strength). Further, clause 5.1, EN 1993‐1‐8 defines the links between the types of global analysis and the types of models used for joints.
Beam to Column Joints
Pinned joints of composite beams to steel or composite columns are often used in multi‐storey buildings. Pinned joints are normally assumed to give vertical support and to be able to rotate without damage. This chapter illustrates a pinned joint of a composite beam to a steel column with angle cleats. It also illustrates the type of shear plate connection. This type of joint is particularly suitable where beam shear is high and/or speed of erection is an important consideration. The specific detail of the junction between the shear plate and the end plate ensures that the connection integrity is maintained. Generally, joints are classified by stiffness (rigid, nominally pinned or semi‐rigid) and by strength (full‐strength, nominally pinned or partial‐strength). Further, clause 5.1, EN 1993‐1‐8 defines the links between the types of global analysis and the types of models used for joints.
Beam to Column Joints
Dujmović, Darko (Autor:in) / Androić, Boris (Autor:in) / Lukačević, Ivan (Autor:in)
08.12.2014
3 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
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