砌体结构 超配筋

| 第 2 层配筋、验算 |
----------------------------------------------------------
N-WC= 21 (I= 984 J= 994) B*H*Lwc(m)= 0.20* 1.25* 3.60
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 29) V= 63.8 V_bear= 23.4 抗剪承载力与效应比 Ratio1= 0.367
----------------------------------------------------------------------------
N-WC= 22 (I=1000 J=1015) B*H*Lwc(m)= 0.20* 2.50* 3.60
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 29) V= 85.1 V_bear= 59.5 抗剪承载力与效应比 Ratio1= 0.700
----------------------------------------------------------------------------
N-WC= 23 (I=1021 J=1036) B*H*Lwc(m)= 0.20* 2.50* 3.60
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 29) V= 63.2 V_bear= 60.9 抗剪承载力与效应比 Ratio1= 0.963
----------------------------------------------------------------------------
N-WC= 24 (I=1042 J=1058) B*H*Lwc(m)= 0.20* 2.50* 3.60
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 28) V= -63.8 V_bear= 61.0 抗剪承载力与效应比 Ratio1= 0.955
----------------------------------------------------------------------------
N-WC= 25 (I=1064 J=1079) B*H*Lwc(m)= 0.20* 2.50* 3.60
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 28) V= -85.2 V_bear= 60.3 抗剪承载力与效应比 Ratio1= 0.708
----------------------------------------------------------------------------
N-WC= 26 (I=1085 J=1100) B*H*Lwc(m)= 0.20* 2.50* 3.60
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 28) V= -63.7 V_bear= 60.5 抗剪承载力与效应比 Ratio1= 0.949
----------------------------------------------------------------------------
N-WC= 30 (I=1171 J=1176) B*H*Lwc(m)= 0.20* 1.25* 3.60
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 28) V= -47.6 V_bear= 27.3 抗剪承载力与效应比 Ratio1= 0.574
----------------------------------------------------------------------------
N-WC= 47 (I=1195 J=1205) B*H*Lwc(m)= 0.20* 1.25* 3.60
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 29) V= 38.7 V_bear= 27.7 抗剪承载力与效应比 Ratio1= 0.714
----------------------------------------------------------------------------
N-WC= 48 (I=1211 J=1227) B*H*Lwc(m)= 0.20* 2.50* 3.60
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 29) V= 74.8 V_bear= 57.9 抗剪承载力与效应比 Ratio1= 0.774
----------------------------------------------------------------------------
N-WC= 53 (I=1319 J=1334) B*H*Lwc(m)= 0.20* 2.50* 3.60
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 28) V= -61.6 V_bear= 58.5 抗剪承载力与效应比 Ratio1= 0.950
----------------------------------------------------------------------------
N-WC= 54 (I=1340 J=1346) B*H*Lwc(m)= 0.20* 1.25* 3.60
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 28) V= -55.4 V_bear= 23.6 抗剪承载力与效应比 Ratio1= 0.426
----------------------------------------------------------------------------
N-WC= 55 (I= 990 J= 992) B*H*Lwc(m)= 0.20* 0.70* 3.60
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 29) V= 21.6 V_bear= 13.3 抗剪承载力与效应比 Ratio1= 0.615
----------------------------------------------------------------------------
N-WC= 72 (I=1343 J=1352) B*H*Lwc(m)= 0.20* 0.70* 3.60
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 28) V= -20.6 V_bear= 13.5 抗剪承载力与效应比 Ratio1= 0.654
----------------------------------------------------------------------------

----------------------------------------------------------
| 第 1 层配筋、验算 |
----------------------------------------------------------
N-WC= 9 (I= 425 J= 434) B*H*Lwc(m)= 0.20* 0.70* 3.60
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 29) V= 34.4 V_bear= 19.3 抗剪承载力与效应比 Ratio1= 0.560
----------------------------------------------------------------------------
N-WC= 10 (I= 444 J= 455) B*H*Lwc(m)= 0.20* 1.40* 3.60
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 29) V= 71.0 V_bear= 42.6 抗剪承载力与效应比 Ratio1= 0.601
----------------------------------------------------------------------------
N-WC= 11 (I= 465 J= 475) B*H*Lwc(m)= 0.20* 1.40* 3.60
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 29) V= 61.4 V_bear= 43.7 抗剪承载力与效应比 Ratio1= 0.712
----------------------------------------------------------------------------
N-WC= 12 (I= 485 J= 495) B*H*Lwc(m)= 0.20* 1.40* 3.60
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 28) V= -59.8 V_bear= 43.7 抗剪承载力与效应比 Ratio1= 0.732
----------------------------------------------------------------------------
N-WC= 13 (I= 508 J= 518) B*H*Lwc(m)= 0.20* 1.40* 3.60
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 29) V= 59.8 V_bear= 43.4 抗剪承载力与效应比 Ratio1= 0.725
----------------------------------------------------------------------------
N-WC= 14 (I= 528 J= 540) B*H*Lwc(m)= 0.20* 1.40* 3.60
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 28) V= -60.6 V_bear= 44.8 抗剪承载力与效应比 Ratio1= 0.739
----------------------------------------------------------------------------
N-WC= 15 (I= 550 J= 561) B*H*Lwc(m)= 0.20* 1.40* 3.60
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖
** ( 28) V= -60.0 V_bear= 42.8 抗剪承载力与效应比 Ratio1= 0.714
----------------------------------------------------------------------------
N-WC= 16 (I= 574 J= 586) B*H*Lwc(m)= 0.20* 1.40* 3.60
RMOR= 5.00 RB= 10.00
砌体墙 烧结砖

砌体墙 烧结砖
这个怎么看 这是哪里超筋