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ETABS Sway Special and Sway intermediate
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...- RSh2
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- Replies: 2
- Forum: Computers and Structures: ETABS
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Reinforced concrete rectangular column orientation/direction in plan
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...- RSh2
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- Replies: 5
- Forum: Moment Frame & Shear Wall engineering
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Development length, lap splices and hooks
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.- RSh2
- Thread
- Replies: 4
- Forum: ACI (concrete) Code Issues
