T.2 查看输出文件
在分析过程中， STAAD.Pro 会创建一个输出文件。该文件 提供了关于分析是否正常执行的重要信息。
例如，如果 STAAD.Pro 在分析过程中遇到不稳定性 问题，它将在输出文件中报告。
Note:
如果您在前一个步骤中运行分析后没有选择打开输出文件，您可以随时通过用户界面将其打开。在
工具 功能区选项卡中，选择
视图 组中的
分析输出 工具。
Tip: 默认情况下，输出文件也包含整个输入命令的列表。您可以选择不在输出文件中打印输入命令的回显。在
分析与设计 功能区选项卡上，从菜单栏中选择
工具选项，然后在
设置回显 对话框中选择
关闭回显 选项。
我们强烈建议您审阅整个输出文件，以确保结果是合理的，并且没有报告错误消息或警告等。分析 & 设计过程中遇到的错误可能会使您无法进入后处理模式。输出文件中提供的信息是判断结构是否满足安全性和适用性工程要求的关键指标。
PAGE NO. 1
****************************************************
* *
* STAAD.Pro 2024 *
* Version 24.00.02.*** *
* Proprietary Program of *
* Bentley Systems, Inc. *
* Date= DEC 19, 2024 *
* Time= 23:52:17 *
* *
* Licensed to: Bentley Systems Inc *
****************************************************
1. STAAD SPACE RC FRAMED STRUCTURE
INPUT FILE: D:\Documentation\STAAD.Pro\_Automated_Py\output\2024-12-19\SPro_Output_Input_Files\Sample .. .STD
2. START JOB INFORMATION
3. ENGINEER DATE 16-FEB-02
4. END JOB INFORMATION
5. INPUT WIDTH 79
6. UNIT METER KN
7. JOINT COORDINATES
8. 1 0 0 0; 2 0 3.5 0; 3 6 3.5 0; 4 6 0 0; 5 6 0 6; 6 6 3.5 6
9. MEMBER INCIDENCES
10. 1 1 2; 2 2 3; 3 3 4; 4 5 6; 5 6 3
11. UNIT MMS KN
12. MEMBER PROPERTY AMERICAN
13. 1 4 PRIS YD 300 ZD 275
14. 2 5 PRIS YD 350 ZD 275
15. 3 PRIS YD 350
16. CONSTANTS
17. E 22 MEMB 1 TO 5
18. UNIT METER KN
19. CONSTANTS
20. DENSITY 25.0 ALL
21. POISSON 0.17 ALL
22. BETA 90 MEMB 4
23. SUPPORTS
24. 1 4 5 FIXED
25. UNIT METER KG
26. LOAD 1 DEAD LOAD
27. SELFWEIGHT Y -1
28. MEMBER LOAD
29. 2 5 UNI GY -400
30. LOAD 2 LIVE LOAD
31. MEMBER LOAD
32. 2 5 UNI GY -600
33. LOAD 3 WIND LOAD
34. MEMBER LOAD
35. 1 UNI GX 300
36. 4 UNI GX 500
37. LOAD 4 DEAD + LIVE
38. REPEAT LOAD
RC FRAMED STRUCTURE -- PAGE NO. 2
39. 1 1.2 2 1.5
40. LOAD 5 DEAD + WIND
41. REPEAT LOAD
42. 1 1.1 3 1.3
43. PDELTA ANALYSIS SMALLDELTA
P R O B L E M S T A T I S T I C S
-----------------------------------
NUMBER OF JOINTS 6 NUMBER OF MEMBERS 5
NUMBER OF PLATES 0 NUMBER OF SOLIDS 0
NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 3
Using 64-bit analysis engine.
SOLVER USED IS THE IN-CORE ADVANCED MATH SOLVER
TOTAL PRIMARY LOAD CASES = 5, TOTAL DEGREES OF FREEDOM = 18
TOTAL LOAD COMBINATION CASES = 0 SO FAR.
++ Adjusting Displacements.
++ Adjusting Displacements.
44. LOAD LIST 4 5
45. START CONCRETE DESIGN
CONCRETE DESIGN
46. CODE ACI
47. UNIT MMS NEWTON
48. CLT 25 ALL
49. CLB 30 ALL
50. CLS 25 ALL
51. FC 25 ALL
52. FYMAIN 415 ALL
53. TRACK 1 ALL
54. DESIGN BEAM 2 5
RC FRAMED STRUCTURE -- PAGE NO. 3
RC FRAMED STRUCTURE -- PAGE NO. 4
STAAD.PRO CONCRETE DESIGN - (ACI-318-14) v2.0
***********************************************
Units: NEWTON, MMS (Unless Noted Otherwise)
Member : 2
DESIGN SUMMARY
-----------------------------------------------------------------------------
| Status : Pass Type : Beam Length: 6000.000 |
| Critical Ratio : 1.000 Criteria: Torsion |
| Critical Clause: 9.5.3/9.5.4 |
-----------------------------------------------------------------------------
CROSS SECTION
-------------------------------------------------------
| Shape: Rectangular | Width: 275.00 | Depth: 350.00 |
-------------------------------------------------------
LONGITUDINAL BAR LAYOUT
---------------------------------------------------------------------------
| | Bars | Location | Distance | Anchor |
| Position | Nums | Size | Start | End | From Face | Start End |
---------------------------------------------------------------------------
| Bottom | 2 | 13M | 0.00| 6000.00 | 36.41 | Yes Yes |
| Bottom | 2 | 13M | 335.44| 5609.93 | 36.41 | No No |
| Top | 4 | 13M | 0.00| 6000.00 | 31.41 | Yes Yes |
---------------------------------------------------------------------------
TRANSVERSE BAR LAYOUT
------------------------------------------------------------------------------------
| | Asv | Rebar Specification |
| Zone | Dir.| From | To | Reqd. | Prov. | Nums | Size | Spacing | Legs |
------------------------------------------------------------------------------------
| 1 | Y | 0.00 | 6000.00 | 1.2584 | 2.0215 | 48 | 13M | 127.66 | 2 |
| 1 | Z | 0.00 | 6000.00 | 1.2584 | 2.0215 | 48 | 13M | 127.66 | 2 |
------------------------------------------------------------------------------------
------------------------ Member: 2 Design Ends ------------------------
RC FRAMED STRUCTURE -- PAGE NO. 5
STAAD.PRO CONCRETE DESIGN - (ACI-318-14) v2.0
***********************************************
Units: NEWTON, MMS (Unless Noted Otherwise)
Member : 5
DESIGN SUMMARY
-----------------------------------------------------------------------------
| Status : Pass Type : Beam Length: 6000.000 |
| Critical Ratio : 1.000 Criteria: Torsion |
| Critical Clause: 9.5.3/9.5.4 |
-----------------------------------------------------------------------------
CROSS SECTION
-------------------------------------------------------
| Shape: Rectangular | Width: 275.00 | Depth: 350.00 |
-------------------------------------------------------
LONGITUDINAL BAR LAYOUT
---------------------------------------------------------------------------
| | Bars | Location | Distance | Anchor |
| Position | Nums | Size | Start | End | From Face | Start End |
---------------------------------------------------------------------------
| Bottom | 2 | 13M | 0.00| 6000.00 | 36.41 | Yes Yes |
| Bottom | 2 | 13M | 335.44| 5609.93 | 36.41 | No No |
| Top | 4 | 13M | 0.00| 6000.00 | 31.41 | Yes Yes |
---------------------------------------------------------------------------
TRANSVERSE BAR LAYOUT
------------------------------------------------------------------------------------
| | Asv | Rebar Specification |
| Zone | Dir.| From | To | Reqd. | Prov. | Nums | Size | Spacing | Legs |
------------------------------------------------------------------------------------
| 1 | Y | 0.01 | 1500.00 | 1.3833 | 2.0645 | 13 | 13M | 125.00 | 2 |
| 1 | Z | 0.01 | 1500.00 | 1.3833 | 2.0645 | 13 | 13M | 125.00 | 2 |
| 2 | Y | 1500.00 | 4500.00 | 1.2584 | 2.0645 | 25 | 13M | 125.00 | 2 |
| 2 | Z | 1500.00 | 4500.00 | 1.2584 | 2.0645 | 25 | 13M | 125.00 | 2 |
| 3 | Y | 4500.00 | 5999.99 | 1.3833 | 2.0645 | 13 | 13M | 125.00 | 2 |
| 3 | Z | 4500.00 | 5999.99 | 1.3833 | 2.0645 | 13 | 13M | 125.00 | 2 |
------------------------------------------------------------------------------------
------------------------ Member: 5 Design Ends ------------------------
55. DESIGN COLUMN 1 3 4
RC FRAMED STRUCTURE -- PAGE NO. 6
RC FRAMED STRUCTURE -- PAGE NO. 7
STAAD.PRO CONCRETE DESIGN - (ACI-318-14) v2.0
***********************************************
Units: NEWTON, MMS (Unless Noted Otherwise)
Member : 1
DESIGN SUMMARY
-----------------------------------------------------------------------------
| Status : Pass Type : Column Length: 3500.000 |
| Critical Ratio : 0.634 Criteria: Flexure |
| Critical Clause: 10.5.2 |
-----------------------------------------------------------------------------
CROSS SECTION
-------------------------------------------------------
| Shape: Rectangular | Width: 275.00 | Depth: 300.00 |
-------------------------------------------------------
LONGITUDINAL BAR LAYOUT
---------------------------------------------------------------------------
| | Bars | Location | Distance | Anchor |
| Position | Nums | Size | Start | End | From Face | Start End |
---------------------------------------------------------------------------
| Top | 3 | 13M | 0.00| 3500.00 | 31.41 | Yes Yes |
| Bottom | 3 | 13M | 0.00| 3500.00 | 36.41 | Yes Yes |
| Left | 1 | 13M | 0.00| 3500.00 | 31.41 | Yes Yes |
| Right | 1 | 13M | 0.00| 3500.00 | 31.41 | Yes Yes |
---------------------------------------------------------------------------
TRANSVERSE BAR LAYOUT (Using Standard Ties)
------------------------------------------------------------------------------------
| | Asv | Rebar Specification |
| Zone | Dir.| From | To | Reqd. | Prov. | Nums | Size | Spacing | Legs |
------------------------------------------------------------------------------------
| 1 | Y | 0.00 | 3500.00 | 1.2584 | 1.3272 | 19 | 13M | 194.44 | 2 |
| 1 | Z | 0.00 | 3500.00 | 1.2584 | 1.3272 | 19 | 13M | 194.44 | 2 |
------------------------------------------------------------------------------------
------------------------ Member: 1 Design Ends ------------------------
RC FRAMED STRUCTURE -- PAGE NO. 8
STAAD.PRO CONCRETE DESIGN - (ACI-318-14) v2.0
***********************************************
Units: NEWTON, MMS (Unless Noted Otherwise)
Member : 3
DESIGN SUMMARY
-----------------------------------------------------------------------------
| Status : Pass Type : Column Length: 3500.000 |
| Critical Ratio : 0.812 Criteria: Flexure |
| Critical Clause: 10.5.2 |
-----------------------------------------------------------------------------
CROSS SECTION
-------------------------------------
| Shape: Circular | Dia: 350.00 |
-------------------------------------
LONGITUDINAL BAR LAYOUT
---------------------------------------------------------------------------
| | Bars | Location | Distance | Anchor |
| Position | Nums | Size | Start | End | From Face | Start End |
---------------------------------------------------------------------------
| Evenly Dist. | 8 | 13M | 0.00| 3500.00 | 31.41 | Yes Yes |
---------------------------------------------------------------------------
TRANSVERSE BAR LAYOUT (Using Standard Ties)
------------------------------------------------------------------------------------
| | Asv | Rebar Specification |
| Zone | Dir.| From | To | Reqd. | Prov. | Nums | Size | Spacing | Legs |
------------------------------------------------------------------------------------
| 1 | Y | 0.00 | 3500.00 | 1.2584 | 1.3272 | 19 | 13M | 194.44 | 2 |
| 1 | Z | 0.00 | 3500.00 | 1.2584 | 1.3272 | 19 | 13M | 194.44 | 2 |
------------------------------------------------------------------------------------
------------------------ Member: 3 Design Ends ------------------------
RC FRAMED STRUCTURE -- PAGE NO. 9
STAAD.PRO CONCRETE DESIGN - (ACI-318-14) v2.0
***********************************************
Units: NEWTON, MMS (Unless Noted Otherwise)
Member : 4
DESIGN SUMMARY
-----------------------------------------------------------------------------
| Status : Pass Type : Column Length: 3500.000 |
| Critical Ratio : 1.000 Criteria: Torsion |
| Critical Clause: 10.5.3/10.5.4 |
-----------------------------------------------------------------------------
CROSS SECTION
-------------------------------------------------------
| Shape: Rectangular | Width: 275.00 | Depth: 300.00 |
-------------------------------------------------------
LONGITUDINAL BAR LAYOUT
---------------------------------------------------------------------------
| | Bars | Location | Distance | Anchor |
| Position | Nums | Size | Start | End | From Face | Start End |
---------------------------------------------------------------------------
| Top | 3 | 13M | 0.00| 3500.00 | 31.41 | Yes Yes |
| Bottom | 3 | 13M | 0.00| 3500.00 | 36.41 | Yes Yes |
| Left | 1 | 13M | 0.00| 3500.00 | 31.41 | Yes Yes |
| Right | 1 | 13M | 0.00| 3500.00 | 31.41 | Yes Yes |
---------------------------------------------------------------------------
TRANSVERSE BAR LAYOUT (Using Standard Ties)
------------------------------------------------------------------------------------
| | Asv | Rebar Specification |
| Zone | Dir.| From | To | Reqd. | Prov. | Nums | Size | Spacing | Legs |
------------------------------------------------------------------------------------
| 1 | Y | 0.00 | 3500.00 | 1.2584 | 2.2120 | 31 | 13M | 116.67 | 2 |
| 1 | Z | 0.00 | 3500.00 | 1.2584 | 2.2120 | 31 | 13M | 116.67 | 2 |
------------------------------------------------------------------------------------
------------------------ Member: 4 Design Ends ------------------------
56. END CONCRETE DESIGN
57. FINISH
RC FRAMED STRUCTURE -- PAGE NO. 10
*********** END OF THE STAAD.Pro RUN ***********
**** DATE= DEC 19,2024 TIME= 23:52:21 ****
************************************************************
* For technical assistance on STAAD.Pro, please visit *
* http://www.bentley.com/en/support/ *
* *
* Details about additional assistance from *
* Bentley and Partners can be found at program menu *
* Help->Technical Support *
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* Copyright (c) Bentley Systems, Inc. *
* http://www.bentley.com *
************************************************************