SAP2000 SAP2000 Web Tutorial 1

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11. 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. 12. In this dialog box: Select LL from the Load Case Name drop-down box. In the Uniform Load area, type -.12. Don’t forget the minus sign. Click the OK button to apply the load. 13. Select roof beams 41, 42, 44, 47, 49 and 50 by clicking on them. 14. 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. 15. In this dialog box: Select DL from the Load Case Name drop-down box. In the Uniform Load area, type -.16. Click the OK button to apply the load. Note: The point load for beams 41/44 and 47/50 can either be input as a joint load, or as a beam span load at the end of a beam. We will input it as a beam span load. 16. Select roof beams 41 and 47 by clicking on them. 17. 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. 18. In this dialog box: Select DL from the Load Case Name drop-down box. In the Options area, select the Add to Existing Loads option. In the Point Loads area there are four sets of Distance and Load boxes labeled 1 through 4. In the first set of boxes input 1 in the Distance box and -5.76 in the Load box. Make sure the Relative Distance From End I option is selected. SAP2000 Web Tutorial 1 54
In the Uniform Load area, type 0. Click the OK button to apply the load. 19. Click the Restore Previous Selection button on the side toolbar (or select Get Previous Selection from the Select menu). 20. 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. 21. In this dialog box: Select LL from the Load Case Name drop-down box. In the Point Loads area type 1 in the first Distance box and -2.88 in the first Load box. Click the OK button to apply the load. 22. Select roof beams 42 and 49 by clicking on them. 23. 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. 24. 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 -5.76 in the first Load box. Click the OK button to apply the load. 25. Click the Restore Previous Selection button on the side toolbar (or select Get Previous Selection from the Select menu). 26. 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. 27. In this dialog box: Select LL from the Load Case Name drop-down box. In the Point Loads area type -2.88 in the first Load box. Click the OK button to apply the load. SAP2000 Web Tutorial 1 55
Page 1 and 2:
SAP2000 ® Integrated Finite Elemen
Page 3 and 4:
DISCLAIMER CONSIDERABLE TIME, EFFOR
Page 5 and 6:
A. Introduction This tutorial is qu
Page 7 and 8: 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: Step 11: Assigning Frame Static Loa
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 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
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
Page 125 and 126:
46. From the File menu at the top o
Page 127:
E. Final Comments This tutorial, to
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