SAP2000 SAP2000 Web Tutorial 1

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Step 2: Relabeling Joint, Frame and Shell Elements 1. Click in the window labeled 3-D View to make sure it is active. Note when the window is active, its title bar will be highlighted. 2. Click the Set Elements button on the main toolbar (or select Set Elements… from the View menu). This displays the Set Elements Dialog box. 3. In this dialog box: • In the Joints area check the Labels box. • In the Frames area check the Labels box. • In the Shells area check the Labels box. • Click the OK button. Note: We are turning on the element labels so that we can see the effect of the element relabeling. It is not necessary to turn on element labels in order to relabel them. 4. From the Select menu choose Select, and then All from the submenu. All elements in the model (joints, frame elements and shell elements) are selected. 5. From the Edit menu choose Change Labels to display the Relabel Selected Items dialog box. 6. In this dialog box: • Press the F1 key to display the contextsensitive online help for this dialog box. • When finished reading the online help, click the “X” in the top right-hand corner of the Help window, or select Exit from the File menu on the Help window to close it. • In the Change Label Initialization area of the dialog box type 1 in the Next Number edit boxes for Joint, Frame and Shell elements. SAP2000 Web Tutorial 1 28
• Accept the rest of the default values in the dialog box. • Click the OK button to make the changes. Note: It is not typically necessary to renumber the elements. It is done here to illustrate the process, and to make sure all tutorial users have the same numbering system, whether they started the model from a template, or from scratch, since we will refer to joint and frame elements by their labels later in this tutorial. Note: Joint, Frame and Shell element labels can be given alphanumeric prefixes. These prefixes can be input in the Prefix edit boxes on the Relabel Selected Items dialog box. Note: It is not necessary to select all elements to relabel. You could select only a few elements, of any type, and relabel only the selected elements. 7. Click the Set Elements button on the main toolbar (or select Set Elements… from the View menu). This displays the Set Elements Dialog box. 8. In this dialog box: • In the Joints area uncheck the Labels box. • In the Frames area uncheck the Labels box. • In the Shells area uncheck the Labels box. • Click the OK button. 9. Click the Save Model button on the main toolbar, or select Save from the File menu to save the file. This completes relabeling the joint, frame and shell elements. SAP2000 Web Tutorial 1 29
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: 56. To finish defining the model ge
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 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.
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• In the Type area select the For
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• Type 1 in the Relative Distance
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19. Click the Save Model button on
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Figure D-2: Frame Hinge Property Da
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12. Click the Set Elements button o
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Figure D-3: Static Pushover Case Da
Page 105 and 106:
the denominator is always the yield
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• In the Options area, select GRA
Page 109 and 110:
Step 5: Running the Pushover Analys
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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
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E. Final Comments This tutorial, to
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