PKPM的警告说明

2006年09月15日 00:53:55

2楼

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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
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| 第 2 层配筋、验算柱墙活荷载折减系数 1.00 |
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** ( 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
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** ( 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
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** ( 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
----------------------------------------------------------------------------

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| 第 1 层配筋、验算柱墙活荷载折减系数 1.00 |
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** ( 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
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** ( 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
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** ( 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？

tbs204

2006年09月15日 09:23:22

3楼

轴压比超限,柱子超筋
1.柱子300*300太小,可改为1~3层:450*450,4~6:400*400
2.砼强度等级可改为C30~C25
应该有所改善

lidd

2006年09月15日 14:04:41

4楼

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？？？？

************************************
*** 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 |
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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