N-C= 1 ( 1)B*H(mm)= 800* 800
Cover= 30(mm) Cx= 1.00 Cy= 1.00 Lc= 4.20(m) Nf= 3
( 31)N= -5939. Uc= 0.44 Rs= 0.70(%) Rsv= 0.91(%) Asc= 314.0
( 1)N= -6498. Mx= -33. My= -44. Asxt= 1434.
( 1)N= -6498. Mx= -33. My= -44. Asyt= 1434.
( 1)N= -6498. Mx= -15. My= 16. Asxb= 1434.
( 1)N= -6498. Mx= -15. My= 16. Asyb= 1434.
( 1)N= -6498. Vx= 14. Vy= 11. Asvx= 340. Asvx0= 0.
( 1)N= -6498. Vx= 14. Vy= 11. Asvy= 340. Asvy0= 0.
就是柱的箍筋怎么能用荷载组合1来控制??奇怪，平时大家是用WWNL自己组合的吗？谢谢