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Just wondering how you guys model walls that don't line up in 3D FE model like ETABS? See below as an example. As you can see, the meshes that don't line up. And the slab meshes just match above. So, how do you normally separate the walls below into two or do you prefer manual meshing?

Does anyone here know how much surcharge load is for railway in Australia and where can I find the information in the standards? Thank you.

The existing service is about 4m under ground level while my the anchor is about 2.5m deep at the same location (free length zone). Is it this okay? (I know it is okay if the service is above the anchor with this much clearance but not sure about if it is under. I don’t see the difference but...

Hi, The way I analyze this warehouse subjecting to wind in say Y direction is using Y direction walls as supports and the roof structure as a truss to transfer the lateral loads to these walls. I would expect large reaction at end due to its span. Now my question is, will the very first bolt for...