Hello Shreyans,
Can you clarify what you are asking? I'm not seeing a question in your post.
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Christian Parker P.E., M.ASCE
Structural Project Engineer
Chicago IL
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Original Message:
Sent: 03-04-2024 09:45 AM
From: Shreyans Bastavade
Subject: Seismic resistance in precast slab and beam connections comparison with conventional slab and beam connection
We used U- loops at slab and beam connections for precast and in conventional slab and beam connections we cannot use these idea generally
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Shreyans Bastavade S.M.ASCE
Student
Sangli MH
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