Splice plate steel8/11/2023 The capacities of the connection components are based on the rules given in clause 3.6. The design of simple connections is based on BS EN and its accompanying National Annex. These are classed as special connections and are treated separately. Simple connections can also be needed for skewed joints, beams eccentric to columns and connection to column webs. Column splices (bolted cover plates or end plates).Beam-to-beam and beam-to-column connections using:.Two principle forms of simple connection (as shown on the right) are used in the UK, these being:Ĭommonly encountered simple connections include: Stability is provided to the frame by bracing or by a steel or concrete core. This definition underlies the design of multi-storey braced frames in the UK designed as 'simple construction', in which the beams are designed as simply-supported and the columns are designed for axial load and the small moments induced by the end reactions from the beams. Therefore do not transfer significant moments at the ultimate limit state. Simple connections are nominally pinned connections that are assumed to transmit end shear only and to have negligible resistance to rotation. 10.2 Bolted 'cap and base' or 'end plate' splices for tubular and rolled I sections.
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