2Directional beam slab design, shear force is greater than nominal shear. what do i do?
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I found my minimal slab thickness. I'm checking whether the shears at the column with the largest tributary area would put excessive shear forces into the beams at that column. ...show more
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Answer:
You can use drop panels around the column or use shear reinforcement such as a stud rail (stirrups don't work very well in slabs), or just increase your slab thickness a bit. There are various rules in the ACI code for design of slabs including shear. Discuss it with your lecturer.
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