| 第 1 层配筋、验算 |
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** Nu= -5909. Uc= 0.655 > 0.40
N-WC= 40 (I= 1115 J= 1118) B*H*Lwc(m)= 0.30* 1.80* 3.60
aa= 200(mm) Nfw= 2 Rcw= 35.0 Fy= 360. Fyv= 210. Fyw= 300. Rwv= 0.25
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** Nu= -5905. Uc= 0.655 > 0.40
N-WC= 41 (I= 1169 J= 1172) B*H*Lwc(m)= 0.30* 1.80* 3.60
aa= 200(mm) Nfw= 2 Rcw= 35.0 Fy= 360. Fyv= 210. Fyw= 300. Rwv= 0.25
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** Nu= -5629. Uc= 0.624 > 0.40
N-WC= 42 (I= 1296 J= 1299) B*H*Lwc(m)= 0.30* 1.80* 3.60
aa= 200(mm) Nfw= 2 Rcw= 35.0 Fy= 360. Fyv= 210. Fyw= 300. Rwv= 0.25
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** Nu= -4152. Uc= 0.721 > 0.40
N-WC= 43 (I= 1350 J= 1352) B*H*Lwc(m)= 0.30* 1.15* 3.60
aa= 40(mm) Nfw= 2 Rcw= 35.0 Fy= 360. Fyv= 210. Fyw= 300. Rwv= 0.00
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** 稳定验算超限
( 1)q= 1681. > Ec*(T**3)/(Lo**2)/10= 1429. N= -4371.
N-WC= 87 (I= 1414 J= 1417) B*H*Lwc(m)= 0.20* 2.60* 4.20
aa= 200(mm) Nfw= 2 Rcw= 35.0 Fy= 360. Fyv= 210. Fyw= 300. Rwv= 0.25
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** 稳定验算超限
( 1)q= 1601. > Ec*(T**3)/(Lo**2)/10= 1429. N= -4163.
N-WC= 92 (I= 1546 J= 1549) B*H*Lwc(m)= 0.20* 2.60* 4.20
aa= 200(mm) Nfw= 2 Rcw= 35.0 Fy= 360. Fyv= 210. Fyw= 300. Rwv= 0.25
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** 稳定验算超限
( 1)q= 1692. > Ec*(T**3)/(Lo**2)/10= 1429. N= -4400.
N-WC= 93 (I= 1593 J= 1596) B*H*Lwc(m)= 0.20* 2.60* 4.20
aa= 200(mm) Nfw= 2 Rcw= 35.0 Fy= 360. Fyv= 210. Fyw= 300. Rwv= 0.25
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** 稳定验算超限
( 1)q= 1689. > Ec*(T**3)/(Lo**2)/10= 1429. N= -4393.
N-WC= 145 (I= 1460 J= 1463) B*H*Lwc(m)= 0.20* 2.60* 4.20
aa= 200(mm) Nfw= 2 Rcw= 35.0 Fy= 360. Fyv= 210. Fyw= 300. Rwv= 0.25
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