SAP2000 SAP2000 Web Tutorial 1

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28. Select roof beams 45 and 46 by clicking on them. 29. From the Assign menu select Frame Static Loads… and then Point and Uniform… from the submenu. This will display the Point and Uniform Span Loads dialog box. 30. In this dialog box: Select DL from the Load Case Name drop-down box. In the Point Loads area type 0 in the first Distance box and 0 in the first Load box. In the Uniform Load area, type -.48. Click the OK button to apply the load. Note: Because of the perspective view, you will not see this load after it is applied. To see it, click the 3-D View button. To return to the perspective view, click the xy 2-D View button and then click the Perspective Toggle button. 31. Click the Restore Previous Selection button on the side toolbar (or select Get Previous Selection from the Select menu). 32. From the Assign menu select Frame Static Loads… and then Point and Uniform… from the submenu. This will display the Point and Uniform Span Loads dialog box. 33. In this dialog box: Select LL from the Load Case Name drop-down box. In the Uniform Load area, type -.24. Click the OK button to apply the load. 34. Select roof beams 43 and 48 by clicking on them. 35. From the Assign menu select Frame Static Loads… and then Point and Uniform… from the submenu. This will display the Point and Uniform Span Loads dialog box. 36. In this dialog box: Select DL from the Load Case Name drop-down box. In the Point Loads area type .5 in the first Distance box and -11.52 in the first Load box. In the Uniform Load area, type 0. SAP2000 Web Tutorial 1 56
Click the OK button to apply the load. 37. Click the Restore Previous Selection button on the side toolbar (or select Get Previous Selection from the Select menu). 38. From the Assign menu select Frame Static Loads… and then Point and Uniform… from the submenu. This will display the Point and Uniform Span Loads dialog box. 39. In this dialog box: Select LL from the Load Case Name drop-down box. In the Point Loads area type -5.76 in the first Load box. Click the OK button to apply the load. 40. From the View menu select Set Limits…. This displays the Set limits dialog box. 41. In this dialog box type 11 in the Min edit box and 13 in the Max edit box in the Set Z-Axis Limits area and click the OK button to change the limits such that only the second floor beam elements show. Figure C-17: 3-D View With Limits Set To Show Second Level SAP2000 Web Tutorial 1 57
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SAP2000 ® Integrated Finite Elemen
Page 3 and 4:
DISCLAIMER CONSIDERABLE TIME, EFFOR
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A. Introduction This tutorial is qu
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B. Description of Building Model Th
Page 9 and 10: Roof Level Second Floor Level Figur
Page 11 and 12: For this model, all mass is input a
Page 13 and 14: ä Check the Restraints box if it i
Page 15 and 16: 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: In the Uniform Load area, type 0. C
Page 63 and 64: 52. Click the Restore Previous Sele
Page 65 and 66: Step 12: Assigning Shell Static Loa
Page 67 and 68: Step 13: Assigning Joint Static Loa
Page 69 and 70: Select EQX from the Load Case Name
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
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force is dropped, all elements unlo
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3. Note that the title of the windo
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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
Page 127:
E. Final Comments This tutorial, to
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SAP2000 SAP2000 Web Tutorial 1

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