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Release of MX in STAAD
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hishamajmalpc
Progressive Member
Progressive Member


Joined: 09 Nov 2015
Posts: 46
PostPosted: Sat Feb 20, 2021 7:31 am    Post subject: Reply with quote
Dear sefians,

plz clarify the following

1. Do we need to provide any stirrups in excess of shear requirement in main beam to prevent cracking. SP 34 tells about a dowel bar but usually not in practice.
2. For what moment the top steel of secondary beam shall be designed ?

thanking you
Er. hisham
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