Hi everyone,
I am designing a concrete building using ETABS 2016, my concrete design code is ACI 318-14 and i have ASCE 7-10 for defining live and seismic loads. after analyse and design procedure there were two beams with (S/O #2) error, because my seismic design category is D all the frames...
Hi,
My question is about reinforced concrete rectangular columns orientation, i had heard somewhere that the longer dimension of column should be orientated along the shorter direction of frame or a building, but I am not very sure about it, if someone could give me some clarification i would be...
Hi,
I had started a thread about the same issue a couple of days ago but it has been deleted and I am not sure why.
I am trying to seek help about the hooks, development length and lap splices of aci 318-14. If anyone could provide some practical examples with figures I would be grateful.
