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| 第 4 层配筋、验算 |
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** 施工缝验算超限
( 36)V= 1390. > Fs=(0.6*fy*Ast+0.8*N)/Rre= 1370.N= -37. Ast= 5254.8
N-WC= 15 (I= 1164 J= 1187) B*H*Lwc(m)= 0.30* 3.93* 4.00
aa= 200(mm) Nfw= 1 Rcw= 30.0 Fy= 360. Fyv= 270. Fyw= 270. Rwv= 0.30
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| 第 3 层配筋、验算 |
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** 施工缝验算超限
( 36)V= 1786. > Fs=(0.6*fy*Ast+0.8*N)/Rre= 1304.N= 174. Ast= 5774.8
N-WC= 15 (I= 920 J= 943) B*H*Lwc(m)= 0.30* 3.93* 4.20
aa= 200(mm) Nfw= 1 Rcw= 30.0 Fy= 360. Fyv= 270. Fyw= 270. Rwv= 0.30
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** ( 29)V= 475. > Fv=0.24*fc*B*Ho= 453.
** ( 28)V= -471. > Fv=0.24*fc*B*Ho= 453.
N-B= 23 (I= 823, J= 833) ( 1)B*H(mm)= 250* 700
Lb= 4.00 Cover= 30 Nfb= 2 Rcb= 25.0 Fy= 360. Fyv= 270.
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| 第 2 层配筋、验算 |
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** 施工缝验算超限
( 37)V= 2695. > Fs=(0.6*fy*Ast+0.8*N)/Rre= 2164.N= 245. Ast= 9425.0
N-WC= 7 (I= 563 J= 579) B*H*Lwc(m)= 0.30* 3.87* 4.20
aa= 200(mm) Nfw= 1 Rcw= 30.0 Fy= 360. Fyv= 270. Fyw= 270. Rwv= 0.30
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** 施工缝验算超限
( 36)V= 2478. > Fs=(0.6*fy*Ast+0.8*N)/Rre= 1487.N= 1044. Ast= 9717.9
N-WC= 15 (I= 676 J= 699) B*H*Lwc(m)= 0.30* 3.90* 4.20
aa= 200(mm) Nfw= 1 Rcw= 30.0 Fy= 360. Fyv= 270. Fyw= 270. Rwv= 0.30
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| 第 1 层配筋、验算 |
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** Rs= 5.58 > Rsmax= 5.00
N-WC= 5 (I= 312 J= 314) B*H*Lwc(m)= 0.45* 1.95* 7.60
aa= 225(mm) Nfw= 1 Rcw= 35.0 Fy= 360. Fyv= 270. Fyw= 270. Rwv= 0.30
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** ( 1)T= 35. V= 160. V/(B*Ho)+T/(0.8*Wt) > 0.25*fc
N-B= 14 (I= 362, J= 368) ( 1)B*H(mm)= 250* 700
Lb= 1.40 Cover= 30 Nfb= 2 Rcb= 25.0 Fy= 360. Fyv= 270.
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超配筋信息里面的 ** 施工缝验算超限
是什么含义啊？求高人指点！
