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konathala kiran SEFI Member
Joined: 09 Feb 2019 Posts: 1
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Posted: Sat Feb 09, 2019 9:27 am Post subject: warnings in design of shear wall |
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Dear pandya sir,
How to rectify one or two lines are too long and will be split into two lines warning and i got some surfaces are failed in the results due to design at this height is as out of plain shear |
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VPandya General Sponsor
Joined: 09 Nov 2009 Posts: 842
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Posted: Sat Feb 09, 2019 5:50 pm Post subject: If you have designed this Shear Wall per ACI 318-14 or IS Code , Thats all you can do . |
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Dear ER. konathala kiran,
If you have designed this Shear Wall per ACI 318-14 or IS 456 Code , that's all you can do . Cracks in Shear Wall , may not be only due to Design Problems , could be due to quality of construction also . In USA we go to a Forensic Engineering Consultant to find out real cause of this failure . This Forensic Engineering is a specialty and can not be handled in SEFI type of Forum . No quick answers .
Give full Photo of this Shear wall with Cracks and other related GFC Structural Drawings , DBR ( Design Basis Report or Structural Design Criteria ) and after that may be I can say more . Regards. Vasudeo Pandya P.E. Structural Engineer |
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