SAP2000 SAP2000 Web Tutorial 1

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dialog box that is open. You may find it useful to use this option throughout this tutorial to get more information. If you require further technical assistance concerning this tutorial, or other aspects of SAP2000, you can contact CSI by phone at (510) 845-2177, or by e-mail at support@csiberkeley.com. SAP2000 Web Tutorial 1 2
B. Description of Building Model The example problem for this tutorial is a steel-frame building two bays wide by two bays deep, and two stories high. The plans and elevation in Figure B-1 show the basic dimensions and member sizes for the model. The building has a moment frame lateral force-resisting system in the X-direction and a braced frame lateral force-resisting system in the Y-direction. All steel is Fy = 36 ksi. The second floor is concrete over metal deck, and is assumed to be a rigid diaphragm in the model. The roof deck has no concrete, so it is not modeled as rigid. W8X58 A W14X132 W14X132 W8X58 A W8X31 Y X W8X58 Note: All column bases are pinned. 24’ 24’ A TS4X4X1/4 TS5X5X1/4 TS4X4X1/4 TS5X5X1/4 12’ 12’ W14X132 W14X132 W8X58 24’ 24’ Column Layout Plan A 24’ Elevation A-A W16X26 W24X55 W16X26 W24X55 TS4X4X1/4 Chevron Brace TS5X5X1/4 X-Brace W18X35 W18X35 Infill Beam W16X26 Metal Deck Infill Beam W21X44 W21X44 Infill Beam W16X26 TS4X4X1/4 Chevron Braces Infill Beam W18X35 W18X35 24’ 24’ W18X40 W18X40 Infill Beam W18X40 Conc. Fill Over Metal Deck Infill Beam W24X62 W24X62 Infill Beam W18X40 TS5X5X1/4 X- Brace Infill Beam W18X40 W18X40 24’ 24’ W24X55 W16X26 W24X55 W16X26 24’ 24’ 24’ 24’ Roof Plan Second Floor Plan Figure B-1: Example Building Plans and Braced Frame Elevation SAP2000 Web Tutorial 1 3
Page 1 and 2: SAP2000 ® Integrated Finite Elemen
Page 3 and 4: DISCLAIMER CONSIDERABLE TIME, EFFOR
Page 5: A. Introduction This tutorial is qu
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 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.
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
Page 119 and 120:
Figure D-8: Capacity spectrum For P
Page 121 and 122:
Note: In the ADRS format, lines of
Page 123 and 124:
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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SAP2000 SAP2000 Web Tutorial 1

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