Analyze load transfer before blindly applying connections.
Here is a markup from the engineer, which is right. The load from the UB350 beam is not transferred to SC7. Hence 4 bolts not required.
This page show cases some of the Steel Detailing projectgs completed in Melbourne, Sydney, WA, Brisbane Tek1 has completed
Analyze load transfer before blindly applying connections.
Here is a markup from the engineer, which is right. The load from the UB350 beam is not transferred to SC7. Hence 4 bolts not required.
The main principle is the work points of the beam to the column must intersect. To achieve this the cleat should be offset to onside by half the Beam web thickness. This is usually done when you layout the main members. Make sure the layout is good
Here is a drawing to a shop detail which shows offsetting of the cleat to beam or column center line. Please note that the beam centerline and column center line should be matching. For US Fin plate the bolt distance is 2-3/4″ from the face of Beam/Column. For Australian situation, it will 55mm
Given here is an image of how do the bevel cut in a beam to beam shear plate connection where the beam does not connect perpendicular. There is no benefit in creating full width bevel cut since it will only add material. All you have to do is remove the clashing bit