PKPM中稳定验算超限

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| 第 1 层配筋、验算 |
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** 稳定验算超限
( 29)q= 2743. > Ec*(T**3)/(Lo**2)/10= 2663. N= -14536.
N-WC= 36 (I= 704 J= 709) B*H*Lwc(m)= 0.30* 5.30* 6.00
aa= 265(mm) Nfw= 2 Rcw= 55.0 Fy= 360. Fyv= 360. Fyw= 360. Rwv= 0.30
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** 稳定验算超限
( 1)q= 1895. > Ec*(T**3)/(Lo**2)/10= 1763. N= -5115.
N-WC= 40 (I= 769 J= 793) B*H*Lwc(m)= 0.20* 2.70* 6.00
aa= 200(mm) Nfw= 2 Rcw= 55.0 Fy= 360. Fyv= 360. Fyw= 360. Rwv= 0.30
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** 稳定验算超限
( 31)q= 2144. > Ec*(T**3)/(Lo**2)/10= 1763. N= -5788.
N-WC= 41 (I= 765 J= 791) B*H*Lwc(m)= 0.20* 2.70* 6.00
aa= 200(mm) Nfw= 2 Rcw= 55.0 Fy= 360. Fyv= 360. Fyw= 360. Rwv= 0.30
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层高6米，所以有几片墙稳定性超了，稳定性验算超限的墙怎么去找？