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Column Shear reinforcing

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EngRon

Structural
Joined
Jan 6, 2017
Messages
11
Location
CA
I am getting some strange results with my concrete column shear reinforcing. Concrete design is returning 5192mm2/m weak axis shear reinf and 8147mm2/m strong axis shear reinforcing. This is after specifying confinement bars with 20M bars @300oc when defining the column frame section. Does anyone know why it is returning such high values for required shear reinforcing. Screenshot and model attached.

Thanks!

shear_reinforcing_rpubjp.jpg
 
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