SAP2000 SAP2000 Web Tutorial 1

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Figure B-2 shows perspective views of the computer model that include joint labels and frame element labels. Figure B-3 includes plan views of the computer model with frame element labels. Note that the infill beams are not specifically included in the computer model. These figures may be useful for reference when you are working through the tutorial. Z Y X Perspective View Showing Joint Labels Z Y X Perspective View Showing Frame Element Labels Figure B-2: Views of Computer Model Showing Joint and Frame Element Labels SAP2000 Web Tutorial 1 4
Roof Level Second Floor Level Figure B-3: Plan Views of Computer Model Showing Frame Element Labels SAP2000 Web Tutorial 1 5
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: B. Description of Building Model Th
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 and 60:
In the Uniform Load area, type 0. C
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Click the OK button to apply the lo
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52. Click the Restore Previous Sele
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Step 12: Assigning Shell Static Loa
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Step 13: Assigning Joint Static Loa
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Select EQX from the Load Case Name
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Step 14: Assigning Joint Masses We
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22. Click the Set Elements button o
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Step 16: Static and Dynamic Analysi
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5. Use the scroll bar to review the
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Step 18: Reviewing Deformed Shapes
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Step 19: Reviewing Forces and Stres
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18. All of the load cases in the Se
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Step 20: Performing a Steel Design
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11. From the Select menu select Sel
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21. Now we will confirm the unbrace
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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
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the denominator is always the yield
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• In the Options area, select GRA
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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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