Hi, I have a building project ongoing and the SE has specified three 203 x 203 UC 86 cranked beams which are obviously pretty massive.
The steel fabricators complained about a lack of detail about how to actually get this massive beam on to a 100mm width padstone. They have ended up actually doing this with the 100mm bearing on the padstone, which leaves about 130mm of flange (is that the right word?) not resting on the wall. It looks a bit strange but I suppose in the way that is the point of a beam, to span over thin air...
Is that right and if not does anyone have any ideas to rectify it?
The steel fabricators complained about a lack of detail about how to actually get this massive beam on to a 100mm width padstone. They have ended up actually doing this with the 100mm bearing on the padstone, which leaves about 130mm of flange (is that the right word?) not resting on the wall. It looks a bit strange but I suppose in the way that is the point of a beam, to span over thin air...
Is that right and if not does anyone have any ideas to rectify it?