---------------------------------------------------------- | 第 3 层配筋、验算 | ---------------------------------------------------------- ** 节点域抗剪超限 N-C= 3 ( 29)Vjx= -303. > FFC=0.23*fc*B*H= 279. ----------------------------------------------------------------------------
| 第 3 层配筋、验算 |
----------------------------------------------------------
** 节点域抗剪超限 N-C= 3 ( 29)Vjx= -303. > FFC=0.23*fc*B*H= 279.
----------------------------------------------------------------------------
----------------------------------------------------------
| 第 2 层配筋、验算 |
----------------------------------------------------------
** 节点域抗剪超限 N-C= 3 ( 29)Vjx= -302. > FFC=0.23*fc*B*H= 279.
应该如何调整呢？
