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| 第 5 层配筋、验算 柱墙活荷载折减系数 1.00 |
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| 第 4 层配筋、验算 柱墙活荷载折减系数 1.00 |
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| 第 3 层配筋、验算 柱墙活荷载折减系数 1.00 |
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| 第 2 层配筋、验算 柱墙活荷载折减系数 1.00 |
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** ( 28)V= -453. > Fv=0.24*fc*B*Ho= 426.
** ( 28)V= -435. > Fv=0.24*fc*B*Ho= 426.
** ( 28)V= -436. > Fv=0.24*fc*B*Ho= 426.
** ( 28)V= -436. > Fv=0.24*fc*B*Ho= 426.
** ( 28)V= -437. > Fv=0.24*fc*B*Ho= 426.
** ( 28)V= -437. > Fv=0.24*fc*B*Ho= 426.
** ( 28)V= -438. > Fv=0.24*fc*B*Ho= 426.
** ( 28)V= -438. > Fv=0.24*fc*B*Ho= 426.
** ( 28)V= -457. > Fv=0.24*fc*B*Ho= 426.
** ( 1)T= 17. V= -399. V/(B*Ho)+T/(0.8*Wt) > 0.25*fc
N-B= 5 (I= 314, J= 325) ( 1)B*H(mm)= 300* 550
Lb= 0.21 Cover= 30 Nfb= 2 Rcb= 25.0
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** ( 1)T= 14. V= 337. V/(B*Ho)+T/(0.8*Wt) > 0.25*fc
N-B= 10 (I= 361, J= 362) ( 1)B*H(mm)= 300* 550
Lb= 0.21 Cover= 30 Nfb= 2 Rcb= 25.0
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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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