Typical steel connections to SIA 263: splices, cleats
Beam splices and beam-to-column connections, bolted or welded and bolted.
Modules
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Bolted beam splice
Rolled beam spliced with bolted flange and web cover plates, under a moment and a shear force.
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Double angle cleats
Beam-to-column connection: two angles bolted to the column and bolted or welded to the beam web, with two eccentricities in two planes.
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Bolted end plate
Beam-to-column moment connection: end plate welded to the beam and bolted to the column, bolts in tension, compression by contact.
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Web splice or fin plate
Plate welded to the other beam or to a column and bolted to the beam web: the hinge at the bolts, the bolts, the plate and its welds.