超筋信息 V/(B*Ho)+T/(0.8*Wt) > 0.25*fc

红了,大家帮我看看怎么回事! 1100的梁,截面都从350*250加到800*400了,还是红的.

超配筋信息:
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| 第 1 层配筋、验算 柱墙活荷载折减系数 1.00 |
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** ( 14)T= 249. V= -328. V/(B*Ho)+T/(0.8*Wt) > 0.25*fc
N-B= 6 (I= 19, J= 20) ( 1)B*H(mm)= 400* 800
Lb= 1.94 Cover= 30 Nfb= 3 Rcb= 30.0
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** ( 14)T= 265. V= -342. V/(B*Ho)+T/(0.8*Wt) > 0.25*fc
N-B= 7 (I= 22, J= 23) ( 1)B*H(mm)= 400* 800
Lb= 1.94 Cover= 30 Nfb= 3 Rcb= 30.0
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