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Reinforcement design Staad Foundation

Hi,

I am struggling to achieve the reinforcement design I would like within the attached model- EASTERN  ACCESS BRIDGE PILE CAPS FINAL.

I would like H20 bars at 200c/c in the x-direction but it will only allow H25 at 450c/c even though the maximum bar size is set to 20mm.

H20@200c/c has a greater steel area than H25@450c/c so it shouldn't be an issue. 

Your help is much appreciated.

Many thankscommunities.bentley.com/.../8688.FINAL-MODEL.std


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