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Hi fellows, As3600 wall Vuc depends on the H and Lw. I understand that H is from wall base to top slab. However, I am not sure what H should I use when there is a change in wall configuration? For example, say I have this wall that is 7.5m long at ground level while 3.5 at level 1 & 2. What are...

Hi, I have situation where I have to run a 1.4m high retaining wall above capping beam which are sit on top beam piers spaced at 1.5m. The overturning moment from this 1.4m retaining wall is about 10kNm/m and I have check the torsion capacity of the capping beam and it is working fine. I have...

I have concentrated load applied to a square section and am wondering if there is a simple way to check the buckling of its web?

Hi fellows, I have a situation where the timber floor is disrupted by another roof at different height, and I cannot employee any internal lateral resisting system due to the limitation of the layout. It seems like the only way is to use external walls for lateral only, which means the...

Can anyone please tell me what the difference is between traditional RC slab and post tension slab when it comes to the connection design between slab and columns or walls? (I don't know much about PT) I have this following scenario that I am wondering what to choose and why? Also, if the...