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Showing results for tags 'opening in slab'.
Found 3 results
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Assalaam o Alliakum Everyone! There are ducts in the building and column and beam are also passing at duct. So due to duct there is an openings in the slab at each story. Duct is NOT made of shear wall. It is a simple SMRF system. How should I detail the slab at the openings?
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Dear All; I have a problem in design for punchings for the attached case.Since the column near an opening : 1. Do I need always to deduct the ineffective length as I draw in fig.1, whatever the length of the opening??? 2. why not consider the opening like a free edge then the effective punching perimeter will be good and taller ??? 3. If I need to provide a drop panel and I have 8 meters spans that means it will be 8/3 meter its dimenstions or I can provide lesser dimensions like 1meter ??since I need it to resis punching
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Assalam o alaikum, Can any one provide me with some study material on design of opening in slabs? How to provide reinforcement around opening and how to calculate necessary reinforcement?
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