稳定验算超限要怎么办

稳定验算超限要怎么办啊，这样要修改什么。才做结构没几天，师兄们帮帮忙
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| 第 2 层配筋、验算 |
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** 稳定验算超限( 1)q= 1964. > Ec*(T**3)/(Lo**2)/10= 1944. N= -3535.
N-WC= 103 (I= 2311 J= 2313) B*H*Lwc(m)= 0.20* 1.80* 3.60
aa= 200(mm) Nfw= 3 Rcw= 35.0 Fy= 360. Fyv= 360. Rwv= 0.30
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** 稳定验算超限( 1)q= 1957. > Ec*(T**3)/(Lo**2)/10= 1944. N= -3522.
N-WC= 121 (I= 2646 J= 2648) B*H*Lwc(m)= 0.20* 1.80* 3.60
aa= 200(mm) Nfw= 3 Rcw= 35.0 Fy= 360. Fyv= 360. Rwv= 0.30
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** 稳定验算超限( 1)q= 1966. > Ec*(T**3)/(Lo**2)/10= 1944. N= -1966.
N-WC= 132 (I= 2330 J= 2331) B*H*Lwc(m)= 0.20* 1.00* 3.60
aa= 200(mm) Nfw= 3 Rcw= 35.0 Fy= 360. Fyv= 360. Rwv= 0.30
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** 稳定验算超限( 1)q= 1950. > Ec*(T**3)/(Lo**2)/10= 1944. N= -1950.
N-WC= 133 (I= 2376 J= 2377) B*H*Lwc(m)= 0.20* 1.00* 3.60
aa= 200(mm) Nfw= 3 Rcw= 35.0 Fy= 360. Fyv= 360. Rwv= 0.30
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** 稳定验算超限( 1)q= 1980. > Ec*(T**3)/(Lo**2)/10= 1944. N= -1980.
N-WC= 134 (I= 2455 J= 2456) B*H*Lwc(m)= 0.20* 1.00* 3.60
aa= 200(mm) Nfw= 3 Rcw= 35.0 Fy= 360. Fyv= 360. Rwv= 0.30
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** 稳定验算超限( 1)q= 1980. > Ec*(T**3)/(Lo**2)/10= 1944. N= -1980.
N-WC= 137 (I= 2579 J= 2580) B*H*Lwc(m)= 0.20* 1.00* 3.60
aa= 200(mm) Nfw= 3 Rcw= 35.0 Fy= 360. Fyv= 360. Rwv= 0.30
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| 第 1 层配筋、验算 |
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** 稳定验算超限( 1)q= 2164. > Ec*(T**3)/(Lo**2)/10= 969. N= -3896.
N-WC= 116 (I= 1246 J= 1248) B*H*Lwc(m)= 0.20* 1.80* 5.10
aa= 200(mm) Nfw= 3 Rcw= 35.0 Fy= 360. Fyv= 360. Rwv= 0.30
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** 稳定验算超限( 1)q= 2065. > Ec*(T**3)/(Lo**2)/10= 969. N= -3718.
N-WC= 117 (I= 1326 J= 1328) B*H*Lwc(m)= 0.20* 1.80* 5.10
aa= 200(mm) Nfw= 3 Rcw= 35.0 Fy= 360. Fyv= 360. Rwv= 0.30
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** 稳定验算超限( 1)q= 2068. > Ec*(T**3)/(Lo**2)/10= 969. N= -3722.
N-WC= 118 (I= 1361 J= 1363) B*H*Lwc(m)= 0.20* 1.80* 5.10
aa= 200(mm) Nfw= 3 Rcw= 35.0 Fy= 360. Fyv= 360. Rwv= 0.30
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** 稳定验算超限( 1)q= 2068. > Ec*(T**3)/(Lo**2)/10= 969. N= -3723.
N-WC= 123 (I= 1476 J= 1478) B*H*Lwc(m)= 0.20* 1.80* 5.10
aa= 200(mm) Nfw= 3 Rcw= 35.0 Fy= 360. Fyv= 360. Rwv= 0.30
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** 稳定验算超限( 1)q= 2063. > Ec*(T**3)/(Lo**2)/10= 969. N= -3713.
N-WC= 124 (I= 1441 J= 1443) B*H*Lwc(m)= 0.20* 1.80* 5.10
aa= 200(mm) Nfw= 3 Rcw= 35.0 Fy= 360. Fyv= 360. Rwv= 0.30
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** 稳定验算超限( 1)q= 2157. > Ec*(T**3)/(Lo**2)/10= 969. N= -3882.
N-WC= 125 (I= 1556 J= 1558) B*H*Lwc(m)= 0.20* 1.80* 5.10
aa= 200(mm) Nfw= 3 Rcw= 35.0 Fy= 360. Fyv= 360. Rwv= 0.30
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** 稳定验算超限( 1)q= 2177. > Ec*(T**3)/(Lo**2)/10= 969. N= -2177.
N-WC= 144 (I= 1264 J= 1265) B*H*Lwc(m)= 0.20* 1.00* 5.10
aa= 200(mm) Nfw= 3 Rcw= 35.0 Fy= 360. Fyv= 360. Rwv= 0.30
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** 稳定验算超限( 1)q= 2150. > Ec*(T**3)/(Lo**2)/10= 969. N= -2150.
N-WC= 145 (I= 1305 J= 1306) B*H*Lwc(m)= 0.20* 1.00* 5.10
aa= 200(mm) Nfw= 3 Rcw= 35.0 Fy= 360. Fyv= 360. Rwv= 0.30
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** 稳定验算超限( 1)q= 2187. > Ec*(T**3)/(Lo**2)/10= 969. N= -2187.
N-WC= 146 (I= 1379 J= 1380) B*H*Lwc(m)= 0.20* 1.00* 5.10
aa= 200(mm) Nfw= 3 Rcw= 35.0 Fy= 360. Fyv= 360. Rwv= 0.30
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** 稳定验算超限( 1)q= 2151. > Ec*(T**3)/(Lo**2)/10= 969. N= -2151.
N-WC= 147 (I= 1420 J= 1421) B*H*Lwc(m)= 0.20* 1.00* 5.10
aa= 200(mm) Nfw= 3 Rcw= 35.0 Fy= 360. Fyv= 360. Rwv= 0.30
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** 稳定验算超限( 1)q= 2188. > Ec*(T**3)/(Lo**2)/10= 969. N= -2188.
N-WC= 148 (I= 1494 J= 1495) B*H*Lwc(m)= 0.20* 1.00* 5.10
aa= 200(mm) Nfw= 3 Rcw= 35.0 Fy= 360. Fyv= 360. Rwv= 0.30
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** 稳定验算超限( 1)q= 2134. > Ec*(T**3)/(Lo**2)/10= 969. N= -2134.
N-WC= 149 (I= 1535 J= 1536) B*H*Lwc(m)= 0.20* 1.00* 5.10
aa= 200(mm) Nfw= 3 Rcw= 35.0 Fy= 360. Fyv= 360. Rwv= 0.30