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PKPM
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做一个筏板基础，请教一下基底反力在那里查找
遇到了一点小问题
内容不能包含下列词语
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只看楼主 我来说两句-
lidd
沙发
SATWE数据检查全是英文，看不懂，另外有出现节点距离不够500时，有没有接点合并或批处理啊，不然一个个修改，麻烦！！！谁能告诉我啊？？？？
2006-09-15 14:04:15
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-
lidd
板凳
2006-09-15 00:53:15
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加载更多************************************
*** Report of Data Checking ***
************************************
---------------------
| total information |
---------------------
-----------------------
| section information |
-----------------------
------------------------
| Geometry information |
------------------------
***** Floor No. 1 *****
------------------------------
| total information of floor |
------------------------------
--------------------
| node information |
--------------------
--------------------
| beam information |
--------------------
Warn 76 : Lb < 0.2, Nb= 3 Lb= 0.13
Warn 76 : Lb < 0.2, Nb= 4 Lb= 0.13
Warn 76 : Lb < 0.2, Nb= 7 Lb= 0.13
Warn 76 : Lb < 0.2, Nb= 8 Lb= 0.13
Warn 76 : Lb < 0.2, Nb= 87 Lb= 0.15
----------------------
| column information |
----------------------
--------------------
| other information |
--------------------
WARN 110 : 该梁为悬臂梁，请进行校核, Nb= 3
WARN 110 : 该梁为悬臂梁，请进行校核, Nb= 4
WARN 110 : 该梁为悬臂梁，请进行校核, Nb= 7
WARN 110 : 该梁为悬臂梁，请进行校核, Nb= 8
WARN 110 : 该梁为悬臂梁，请进行校核, Nb= 87
***** Floor No. 2 *****
------------------------------
| total information of floor |
------------------------------
--------------------
| node information |
--------------------
--------------------
| beam information |
--------------------
Warn 76 : Lb < 0.2, Nb= 4 Lb= 0.13
Warn 76 : Lb < 0.2, Nb= 5 Lb= 0.13
Warn 76 : Lb < 0.2, Nb= 149 Lb= 0.15
----------------------
| column information |
----------------------
--------------------
| other information |
--------------------
WARN 110 : 该梁为悬臂梁，请进行校核, Nb= 4
WARN 110 : 该梁为悬臂梁，请进行校核, Nb= 5
WARN 110 : 该梁为悬臂梁，请进行校核, Nb= 149
***** Floor No. 3 *****
------------------------------
| total information of floor |
------------------------------
--------------------
| node information |
--------------------
--------------------
| beam information |
--------------------
Warn 76 : Lb < 0.2, Nb= 3 Lb= 0.13
Warn 76 : Lb < 0.2, Nb= 122 Lb= 0.15
----------------------
| column information |
----------------------
--------------------
| other information |
--------------------
WARN 110 : 该梁为悬臂梁，请进行校核, Nb= 3
WARN 110 : 该梁为悬臂梁，请进行校核, Nb= 122
***** Floor No. 4 *****
------------------------------
| total information of floor |
------------------------------
-----------------------------
| vertical load information |
-----------------------------
Floor No. 1 Nload = 519
Floor No. 2 Nload = 1052
Floor No. 3 Nload = 942
Floor No. 4 Nload = 942
Floor No. 5 Nload = 942
Floor No. 6 Nload = 606
-------------------------
| wind load information |
-------------------------
Floor No. 1 Ntw = 1 Njw = 0
Floor No. 2 Ntw = 1 Njw = 0
Floor No. 3 Ntw = 1 Njw = 0
Floor No. 4 Ntw = 1 Njw = 0
Floor No. 5 Ntw = 1 Njw = 0
Floor No. 6 Ntw = 1 Njw = 0
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------------------------------------------------
| 第 6 层配筋、验算 柱墙活荷载折减系数 1.00 |
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| 第 5 层配筋、验算 柱墙活荷载折减系数 1.00 |
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| 第 4 层配筋、验算 柱墙活荷载折减系数 1.00 |
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| 第 3 层配筋、验算 柱墙活荷载折减系数 1.00 |
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** ( 29)N= -972. Uc=N/(Ac*fc)= 0.91> 0.90 Rs= 2.82(%) Rsv= 1.59(%) Asc= 153.0
N-C= 60 ( 1)B*H(mm)= 300* 300
Cover= 30(mm) Cx= 1.25 Cy= 1.25 Lc= 3.00(m) Nfc= 3 Rcc= 25.0
----------------------------------------------------------------------------
------------------------------------------------
| 第 2 层配筋、验算 柱墙活荷载折减系数 1.00 |
------------------------------------------------
** ( 30)N= -969. Uc=N/(Ac*fc)= 0.90> 0.90 Rs= 3.26(%) Rsv= 1.59(%) Asc= 153.0
N-C= 57 ( 1)B*H(mm)= 300* 300
Cover= 30(mm) Cx= 1.25 Cy= 1.25 Lc= 4.00(m) Nfc= 3 Rcc= 25.0
----------------------------------------------------------------------------
** ( 29)N= -1059. Uc=N/(Ac*fc)= 0.99> 0.90 Rs= 4.71(%) Rsv= 1.59(%) Asc= 153.0
N-C= 59 ( 1)B*H(mm)= 300* 300
Cover= 30(mm) Cx= 1.25 Cy= 1.25 Lc= 4.00(m) Nfc= 3 Rcc= 25.0
----------------------------------------------------------------------------
** ( 29)N= -1251. Uc=N/(Ac*fc)= 1.17> 0.90 Rs= 6.30(%) Rsv= 1.75(%) Asc= 153.0
** Rs= 6.30 > Rsmax= 5.00
N-C= 60 ( 1)B*H(mm)= 300* 300
Cover= 30(mm) Cx= 1.25 Cy= 1.25 Lc= 4.00(m) Nfc= 3 Rcc= 25.0
----------------------------------------------------------------------------
------------------------------------------------
| 第 1 层配筋、验算 柱墙活荷载折减系数 1.00 |
------------------------------------------------
** ( 30)N= -1124. Uc=N/(Ac*fc)= 1.05> 0.90 Rs= 3.38(%) Rsv= 1.75(%) Asc= 153.0
N-C= 46 ( 1)B*H(mm)= 300* 300
Cover= 30(mm) Cx= 1.00 Cy= 1.00 Lc= 2.20(m) Nfc= 3 Rcc= 25.0
----------------------------------------------------------------------------
** ( 31)N= -1170. Uc=N/(Ac*fc)= 1.09> 0.90 Rs= 3.89(%) Rsv= 1.75(%) Asc= 153.0
N-C= 49 ( 1)B*H(mm)= 300* 300
Cover= 30(mm) Cx= 1.00 Cy= 1.00 Lc= 2.20(m) Nfc= 3 Rcc= 25.0
----------------------------------------------------------------------------
** ( 30)N= -1054. Uc=N/(Ac*fc)= 0.98> 0.90 Rs= 2.29(%) Rsv= 1.59(%) Asc= 153.0
N-C= 57 ( 1)B*H(mm)= 300* 300
Cover= 30(mm) Cx= 1.00 Cy= 1.00 Lc= 2.20(m) Nfc= 3 Rcc= 25.0
----------------------------------------------------------------------------
** ( 29)N= -1167. Uc=N/(Ac*fc)= 1.09> 0.90 Rs= 4.08(%) Rsv= 1.75(%) Asc= 153.0
N-C= 59 ( 1)B*H(mm)= 300* 300
Cover= 30(mm) Cx= 1.00 Cy= 1.00 Lc= 2.20(m) Nfc= 3 Rcc= 25.0
----------------------------------------------------------------------------
** ( 29)N= -1321. Uc=N/(Ac*fc)= 1.23> 0.90 Rs= 5.77(%) Rsv= 1.75(%) Asc= 153.0
** Rs= 5.77 > Rsmax= 5.00
N-C= 60 ( 1)B*H(mm)= 300* 300
Cover= 30(mm) Cx= 1.00 Cy= 1.00 Lc= 2.20(m) Nfc= 3 Rcc= 25.0
----------------------------------------------------------------------------
这些数据，斑竹能详细说明给我们这些菜鸟听吗？
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