common design. portals, with a UB on corbels.
Just doing all the design checks and I have come to a halt at vertical web loads.
Most of this is pretty straight forward except for a factored bending moment.
There is no real mention of this can I just use Nw*Ey (as per clause 5.3.2)
where Nw is factored wheel load and an Ey is the lateral design eccentricity?