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Column design for special moment frames
In all of the examples I have seen regarding column shear reinforcement for a special moment frames, they use a column that is not at the top of the building, they all have a column framing above and below it (ACI 318-11 R21.5.4). So when the calculate Mpr for the beams tying into the column...- COEMAN
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- Replies: 5
- Forum: Seismology engineering
