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
tool option from the
menu bar and the select the
Echo Off option in the
Set Echo dialog.
It is strongly recommended that you review the entire output file to ensure that the results are reasonable and that there are no error messages or warnings reported, etc. Errors encountered during the analysis & design can disable access to the post-processing mode. The information presented in the output file is a crucial indicator of whether or not the structure satisfies the engineering requirements of safety and serviceability.
PAGE NO. 1 **************************************************** * * * STAAD.Pro CONNECT Edition * * Version 22.12.00.*** * * Proprietary Program of * * Bentley Systems, Inc. * * Date= OCT 27, 2022 * * Time= 15: 6:44 * * * * 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 | --------------------------------------------------------------------------- | 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= OCT 27,2022 TIME= 15: 6:49 **** ************************************************************ * 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 * * * * Copyright (c) Bentley Systems, Inc. * * http://www.bentley.com * ************************************************************