AS1418.18
AS1418.18
(OP)
Got a small project for some crane runways.
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?
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?
RE: AS1418.18
RE: AS1418.18
While were looking at this case, the standard has no actual reference for unstiffened webs all Web buckling relies on patch loading based on stiffener spacings.
Tips?
RE: AS1418.18
RE: AS1418.18
Perhaps you can provide this observation etc.
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