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While checking a shear wall against in-plane shear. The concrete capacity vc in the detailed report showed to be zero and only the horizontal reinforcement is used for resistance. Please explain why is this happening? why is beta assigned as zero?
Hello, thank you for your question. Without having access to your model, we will have to make some assumptions about your particular case. Should you wish to send us your model, please feel free to forward it to HWSupport@altair.com for a more detailed review. With that said, I did want to share some observations:
We hope this clears things up. Please feel free to send us your model via the email above, if you'd like us to dig a bit deeper.
Regards,Matthew Sauer
Altair Support
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