Hi all,
I have a project under construction with an infinity pool at level 50 around 218 m above ground, I am wondering about the consideration of water dynamic reaction during the earthquake how it could be considered in the design? and if it required to be considered?
I have seen some video...
Hi All,
i am wondering that dose additional rebars required continuity ?
assuming that an additional bars required for a length more than the available length at site then dose the overlapping required or it can be placed without overlap, i have a similar case that at constriction joint location...