SAP2000 SAP2000 Web Tutorial 1

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In the Loads area type 0 in the Force Global X edit box. In the Loads area type 3.83 in the Force Global Y edit box. Click the OK button to apply the load. 11. Click on joints 11, 13, 15 and 17 to select them. 12. From the Assign menu select Joint Static Loads… and then Forces… from the submenu. This will display the Joint Forces dialog box. 13. In this dialog box: Select EQX from the Load Case Name drop-down box. In the Options area, select the Add to Existing Loads option. In the Loads area type 2 in the Force Global X edit box. In the Loads area type 0 in the Force Global Y edit box. Click the OK button to apply the load. 14. Click the Restore Previous Selection button on the side toolbar (or select Get Previous Selection from the Select menu). 15. From the Assign menu select Joint Static Loads… and then Forces… from the submenu. This will display the Joint Forces dialog box. 16. In this dialog box: Select EQY from the Load Case Name drop-down box. In the Loads area type 0 in the Force Global X edit box. In the Loads area type 2.88 in the Force Global Y edit box. Click the OK button to apply the load. 17. Click on joints 10, 12, 16 and 18 to select them. 18. From the Assign menu select Joint Static Loads… and then Forces… from the submenu. This will display the Joint Forces dialog box. 19. In this dialog box: SAP2000 Web Tutorial 1 64
Select EQX from the Load Case Name drop-down box. In the Options area, select the Add to Existing Loads option. In the Loads area type 1.33 in the Force Global X edit box. In the Loads area type 0 in the Force Global Y edit box. Click the OK button to apply the load. 20. Click the Restore Previous Selection button on the side toolbar (or select Get Previous Selection from the Select menu). 21. From the Assign menu select Joint Static Loads… and then Forces… from the submenu. This will display the Joint Forces dialog box. 22. In this dialog box: Select EQY from the Load Case Name drop-down box. In the Loads area type 0 in the Force Global X edit box. In the Loads area type 1.92 in the Force Global Y edit box. Click the OK button to apply the load. 23. We will now define the PUSHPAT load pattern that will be used in the pushover analysis. It will be a triangular distribution of load over the height of the building. From the Select menu select Select and then Groups… from the submenu. This will display the Select Groups dialog box. Note: Our purpose here is to input an inverted triangular loading pattern over the height of the building. Thus we will put 1 kip loads at 9 second level joints (9 kips total) and 2 kip loads at 9 roof level joints (18 kips total). We could assign the 9 kips at the second level and 18 kips at the roof level to the joints on a tributary area basis, or some other basis, but we will not consider any such refinement in this example. 24. Click on the group name 2ND and then click the OK button. 25. From the Assign menu select Joint Static Loads… and then Forces… from the submenu. This will display the Joint Forces dialog box. 26. In this dialog box: Select PUSHPAT from the Load Case Name drop-down box. SAP2000 Web Tutorial 1 65
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SAP2000 ® Integrated Finite Elemen
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DISCLAIMER CONSIDERABLE TIME, EFFOR
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A. Introduction This tutorial is qu
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B. Description of Building Model Th
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Roof Level Second Floor Level Figur
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For this model, all mass is input a
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ä Check the Restraints box if it i
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12. Place the mouse pointer near th
Page 17 and 18: 18. Place the mouse pointer on the
Page 19 and 20: 37. Click on the points labeled “
Page 21 and 22: If you started the model from scrat
Page 23 and 24: Thus click the ten locations design
Page 25 and 26: Highlight -12 in the Y Location lis
Page 27 and 28: 26. Click anywhere on the combined
Page 29 and 30: Figure C-14: Model After Braces Hav
Page 31 and 32: 56. To finish defining the model ge
Page 33 and 34: • Accept the rest of the default
Page 35 and 36: 16. Highlight CONC in the Materials
Page 37 and 38: Note: Frame sections may be selecte
Page 39 and 40: Step 6: Assigning Groups Groups can
Page 41 and 42: 13. Click the Set Intersecting Line
Page 43 and 44: 37. From the Assign menu choose Gro
Page 45 and 46: Step 7: Assigning Frame Sections Re
Page 47 and 48: 18. In the Frame Sections area clic
Page 49 and 50: 47. In the Frame Sections area clic
Page 51 and 52: Step 8: Assigning Shell Sections 1.
Page 53 and 54: Figure C-16: Frame Element Local Ax
Page 55 and 56: Step 10: Defining Static Load Cases
Page 57 and 58: Step 11: Assigning Frame Static Loa
Page 59 and 60: In the Uniform Load area, type 0. C
Page 61 and 62: Click the OK button to apply the lo
Page 63 and 64: 52. Click the Restore Previous Sele
Page 65 and 66: Step 12: Assigning Shell Static Loa
Page 67: Step 13: Assigning Joint Static Loa
Page 71 and 72: Step 14: Assigning Joint Masses We
Page 73 and 74: 22. Click the Set Elements button o
Page 75 and 76: Step 16: Static and Dynamic Analysi
Page 77 and 78: 5. Use the scroll bar to review the
Page 79 and 80: Step 18: Reviewing Deformed Shapes
Page 81 and 82: Step 19: Reviewing Forces and Stres
Page 83 and 84: 18. All of the load cases in the Se
Page 85 and 86: Step 20: Performing a Steel Design
Page 87 and 88: 11. From the Select menu select Sel
Page 89 and 90: 21. Now we will confirm the unbrace
Page 91 and 92: and # represents the hinge number.
Page 93 and 94: • In the Type area select the For
Page 95 and 96: • Type 1 in the Relative Distance
Page 97 and 98: 19. Click the Save Model button on
Page 99 and 100: Figure D-2: Frame Hinge Property Da
Page 101 and 102: 12. Click the Set Elements button o
Page 103 and 104: Figure D-3: Static Pushover Case Da
Page 105 and 106: the denominator is always the yield
Page 107 and 108: • In the Options area, select GRA
Page 109 and 110: Step 5: Running the Pushover Analys
Page 111 and 112: 9. Note that the title of the windo
Page 113 and 114: force is dropped, all elements unlo
Page 115 and 116: 3. Note that the title of the windo
Page 117 and 118: Figure D-7: Pushover Curve For Push
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Figure D-8: Capacity spectrum For P
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Note: In the ADRS format, lines of
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32. Check the Show Constant Period
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46. From the File menu at the top o
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E. Final Comments This tutorial, to
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SAP2000 SAP2000 Web Tutorial 1

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