Welding Beam Splice. Except where the ends of stiffeners are welded to the flange fillet welds joining. This joint should be able to transmit bending shear and axial forces.
Site welded splices may be specified by the architect or engineer when considering the aesthetic properties of the joint particularly in public buildings where the joint will be visible. Typical steel connections axial restraint in steel beams beam to column connection with end splicing i beams structural esdep lecture note wg11. Examples of flexible con-nections include framing angles top angles of seated beam connections and simple end plate connections.
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If only a shorter length is available w L4. Reducing long beams into shorter and more manageable sections is often necessary for ease of transport safe handling or to facilitate installation particularly when installing steelwork in loft conversions and existing buildings. Esdep Lecture Note Wg11. Beam Splice Joint.