STAAD.Pro Help

T.2 Viewing the output file

During the analysis process, STAAD.Pro creates an Output file. This file provides important information on whether the analysis was performed properly.

For example, if STAAD.Pro encounters an instability problem during the analysis process, it will be reported in the output file.

Note: If you did not select to open the output file after running the analysis in the previous procedure, you can open it any time through the user interface. On the Utilities ribbon tab, select the Analysis Output tool in the View group.

Tip: By default, the output file contains a listing of the entire input also. You may choose not to print the echo of the input commands in the Output file. On the Analysis and Design ribbon tab, select the Miscellaneous Commands > Set Echo tool option from the menu bar and the select the Echo Off option in the Set Echo dialog.
                                                                  PAGE NO.    1
             ****************************************************        
             *                                                  *        
             *           STAAD.Pro CONNECT Edition              *        
             *           Version  22.04.00.**                   *        
             *           Proprietary Program of                 *        
             *           Bentley Systems, Inc.                  *        
             *           Date=    APR 21, 2020                  *        
             *           Time=    15:40: 7                      *        
             *                                                  *        
             *  Licensed to: Bentley Systems Inc                *        
             ****************************************************        
     1. STAAD SPACE RC FRAMED STRUCTURE
INPUT FILE: Tutorial 2 - RC Frames Structure.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 |
---------------------------------------------------------------------------
|          Right |    3 | 13M  |    0.00|  6000.00 |    31.41  |  Yes  Yes |
|            Top |    3 | 13M  |    0.00|  6000.00 |    31.41  |  Yes  Yes |
|         Bottom |    2 | 13M  |    0.00|  6000.00 |    36.41  |  Yes  Yes |
|         Bottom |    1 | 13M  |  982.60|  5017.40 |    36.41  |   No   No |
|           Left |    3 | 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 | 4500.00 |   31.96 |   50.42 |   36 |  13M | 128.57  |   2  |
|    1 |  Z  |    0.00 | 4500.00 |   31.96 |   50.42 |   36 |  13M | 128.57  |   2  |
|    2 |  Y  | 4500.00 | 6000.00 |   32.11 |   50.42 |   13 |  13M | 125.00  |   2  |
|    2 |  Z  | 4500.00 | 6000.00 |   32.11 |   50.42 |   13 |  13M | 125.00  |   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 |
---------------------------------------------------------------------------
|          Right |    3 | 13M  |    0.00|  6000.00 |    31.41  |  Yes  Yes |
|            Top |    3 | 13M  |    0.00|  6000.00 |    31.41  |  Yes  Yes |
|         Bottom |    2 | 13M  |    0.00|  6000.00 |    36.41  |  Yes  Yes |
|         Bottom |    1 | 13M  |  982.60|  5017.40 |    36.41  |   No   No |
|           Left |    3 | 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 |   35.14 |   50.42 |   13 |  13M | 125.00  |   2  |
|    1 |  Z  |    0.01 | 1500.00 |   35.14 |   50.42 |   13 |  13M | 125.00  |   2  |
|    2 |  Y  | 1500.00 | 4500.00 |   31.96 |   52.44 |   25 |  13M | 125.00  |   2  |
|    2 |  Z  | 1500.00 | 4500.00 |   31.96 |   52.44 |   25 |  13M | 125.00  |   2  |
|    3 |  Y  | 4500.00 | 5999.99 |   35.14 |   50.42 |   13 |  13M | 125.00  |   2  |
|    3 |  Z  | 4500.00 | 5999.99 |   35.14 |   50.42 |   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
------------------------------------------------------------------------------------
|                                |        Asv        |     Rebar Specification      |
| Zone | Dir.|  From   |    To   |  Reqd.  |  Prov.  | Nums | Size | Spacing | Legs |
------------------------------------------------------------------------------------
|    1 |  Y  |    0.00 | 3500.00 |   31.96 |   33.71 |   19 |  13M | 194.44  |   2  |
|    1 |  Z  |    0.00 | 3500.00 |   31.96 |   33.71 |   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
------------------------------------------------------------------------------------
|                                |        Asv        |     Rebar Specification      |
| Zone | Dir.|  From   |    To   |  Reqd.  |  Prov.  | Nums | Size | Spacing | Legs |
------------------------------------------------------------------------------------
|    1 |  Y  |    0.00 | 3500.00 |   31.96 |   33.71 |   19 |  13M | 194.44  |   2  |
|    1 |  Z  |    0.00 | 3500.00 |   31.96 |   33.71 |   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
------------------------------------------------------------------------------------
|                                |        Asv        |     Rebar Specification      |
| Zone | Dir.|  From   |    To   |  Reqd.  |  Prov.  | Nums | Size | Spacing | Legs |
------------------------------------------------------------------------------------
|    1 |  Y  |    0.00 | 3500.00 |   31.96 |   55.79 |   31 |  13M | 116.67  |   2  |
|    1 |  Z  |    0.00 | 3500.00 |   31.96 |   55.79 |   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= APR 21,2020   TIME= 15:40:12 ****
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