PKPM算出的结果是怎么回事？

N-WC= 1 (I= 446 J= 454) B*H*Lwc(m)= 0.37* 7.63* 4.50
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 1) V= 2.6 V_bear= 0.0 抗剪承载力与效应比 Ratio1= 0.000
** ( 1) N= -471.8 M= 5.4 N_bear= 0.0 面外抗压承载力与效应比 Ratio2= 0.000
** ( 1) N= -471.8 N_bear= 0.0 面内抗压承载力与效应比 Ratio3= 0.000
----------------------------------------------------------------------------
N-WC= 2 (I= 472 J= 473) B*H*Lwc(m)= 0.24* 0.37* 4.50
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 1) V= -0.5 V_bear= 0.0 抗剪承载力与效应比 Ratio1= 0.000
----------------------------------------------------------------------------
N-WC= 3 (I= 475 J= 481) B*H*Lwc(m)= 0.24* 5.10* 4.50
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 1) V= 2.2 V_bear= 0.0 抗剪承载力与效应比 Ratio1= 0.000
----------------------------------------------------------------------------
N-WC= 4 (I= 483 J= 484) B*H*Lwc(m)= 0.24* 0.36* 4.50
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 1) V= 0.9 V_bear= 0.0 抗剪承载力与效应比 Ratio1= 0.000
----------------------------------------------------------------------------
N-WC= 5 (I= 567 J= 568) B*H*Lwc(m)= 0.24* 0.37* 4.50
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 1) V= -0.7 V_bear= 0.0 抗剪承载力与效应比 Ratio1= 0.000
----------------------------------------------------------------------------
N-WC= 6 (I= 570 J= 578) B*H*Lwc(m)= 0.24* 6.37* 4.50
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖