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1 2 3 4 5 6 ETABS ETABS ETABS ETABS Assign (Draw) Properties of Object (membrane plank deck 7 slab) Elements Members Objects ETABS Draws ETABS ETABS ETABS ETABS ETABS ETABS 8 ETABS N , mm , C Kip , In , F Z +Z Snap Snap 9 Z Y X ETABS Snap snap gap Snap Snap ETABS o o (gaps) (dampers) (Isolators) (Multi-linear springs) o o plank Membrane ETABS 10 ETABS ETABS ETABS Highlight 11 snap One-Story One Story Similar Stories All Stories All Stories One Story Similar Stories ETABS draw select select Draw Plan, Elev, 3D 12 in Regions at Clicks at in Regions clicks Draw Point Objects Draw Lines (Plan, Elev, 3D) Create Lines in Regions or at Clicks (Plan, Elev, 3D) Create Columns in Regions or at Clicks (Plan) Create Secondary Beams in Regions or at Clicks (Plan) Create Braces in Regions or at Clicks (Plan) Draw Areas (Plan, Elev, 3D) Draw Rectangle Areas (Plan, Elev) Create Areas at Click (Plan) Draw Walls (Plan) Create Walls Regions or at Clicks (Plan) Draw Developed Elevation Definition Draw Section Cut Draw Dimension Line Draw Reference Point 13 ETABS Y X Kgf-m ETABS New Model New Model File No X 14 Y Grid Dimensions (Plan) Story Dimensions Add Grid OK Structural Objects Only snap 15 New Model New Model New Model ETABS OK ETABS New Model Open File .edb File New Model New Model Initialization ETABS ETABS Choose.edb ETABS Building Plan Grid System and Story Data Definition 16 Choose.edb Default.edb ETABS ETABS.exe Default.edb ETABS Building Plan Grid System ETABS and Story Data Definition Default.edb ETABS.exe Choose.edb Building Plan Grid System and ETABS No button Story Data Definition Building Plan Grid System and Story Data Definition :Grid Dimensions (Plan) snap 17 Uniform Grid Spacing Y X Y Y X X Y X Custom Grid Spacing Y X Edit Grid Grid Labels Define Grid Data Edit Edit Grid Data Grid Labeling Options Beginning X ID X Label Left to Right Label Right to Left Define Grid Data Y Grid Data X Grid Data Y Grid Y X Grid ID Coordinate Spacing Coordinate Spacing DisplayGrids as Ordinates Spacing 18 Ordinates Line Type Secondary Primary View Set Display Options Visibility X Bubble Loc Y Grid Color Edit menu Copy Delete Cut Paste Delete Row Insert Row :Format Menu 19 Hide All Grid Lines Grid lines View Set Building View Options Secondary Grid Lines Glue to Grid Line Bubble Size Reset to Default Color button Ordinates Reorder Ordinate Display Grid as Locate System Origin Coordinate Coordinate System Cartesian Locate System Origin Edit Edit Grid Dara Add New System Cylindrical 20 Edit Grid System Definition Define Grid Date Edit Grid Locate System Origin Rotation (deg) Bubble Loc. Ordinate 21 D Edit Edit Grid Dara Convert to General Grid Data Edit Grid General Coordinate System GLOBAL Modify/Show System System System Grid Line OK OK 22 D D X1 23 X Y AII AIII IV 24 R = 0 .5 R w 0.5 Rx 0.025 h / 0.7 R 0.0178 h 0.05h 25 0.0178 h 1500x0.05 = 0.075m = 7.5Cm 26 0.075+0.4/2+3+2.85+5.6+0.4/2+0.075= 12m OK 20Cm 40Cm 3 A 5Cm 25Cm 20Cm 4Cm 40Cm 10Cm ETABS ETABS ETABS OK Kgf-m ETABS Snap File New Model No New Model 27 X Y Grid Dimensions (Plan) Custom Grid Spacing Define Grid Data 28 Edit Grid Spacing Display Grids as X Spacing Y Material Define Modify/Show Material Define>Material Properties Conc Material Property Data Material Name CONC STEEL Type of Material Analysis Property Data ETABS g12 e1 2(1 u12) ACI Ec 0.135w1.5 f 'C 2400Kg/cm2 Ec 15870 f ' C 210kg/cm2 280 kg/cm2 29 2.5e5kg/cm2 2.3e5kg/cm2 No New Model Initialization Options>Preferences>Reinforcement Bar Bar Reinforcing Bar Sizes Bar Bar Area 18D 18 1.8Cm 30 Kgf-Cm Sizes ID Diameter 2.54Cm 2 Kgf-Cm Define Frame Properties Define>Frame Sections Rectangular Section Add Rectangular C Section Name C40-12T20 Define>Wall/Slab/Deck Sections Modify/Show Section Define Wall/Slab/Deck Section Deck Section ETABS Filled Deck Solid Unfilled Deck Slab 31 Deck Rib Slab Depth (tc) Rib Width (wr) Geometry Depth (hr) Spacing (Sr) Composite Deck Studs CONC Slab Material Metal Deck Unit Wieght Similarity Similar Stories Property Properties of Objects C40-8T20 32 Similarity Similar Stories Properties of Objects B40 5 B 5 A 33 Property Similarity Similar Stories Properties of Objects Deck1 Property B4 B5 A5 A4 34 Ramp Null Define Add New Diaphragm Wall Floor Diaphragm Define Diaphragm Modify/Show Diaphragm Delete Diaphragm 35 Diaphragm Rigidity Rigid Modify/Show Diaphragm Add New Diaphragm Diaphragm Semi Rigid Data . Assign menu > Joint/Point > Diaphragms OK Modify/Show Diaphragm Define Diaphragm Disconnect from All Assign Diaphragm Add New Diaphragm Diaphragm Data Diaphragm Assign Diaphragm Assign menu > Shell/Area > Rigid Diaphragm 36 Semi Rigid Semi Rigid Semi Rigid Similar Stories Assign Diaphragm Assign menu > Shell/Areas > Rigid Diaphragms Modify/Show Diaphragm 37 ok Semi Rigid Assign menu > Joint/Point > Diaphragms 2 1 ETABS 3 3 2 1 Z 3 Z 3-2 +Z +Y 2 2 X-Y 10 3 Z 1 3 3 2 2 X 1 Y 2 3 X Z 1 Z 3 3 Assign 2 Y 2 1 Assign menu > Shell/Area > Local Axes Local Axis Assign Local Axis 38 Angle 2 2 3 2 2 Rotation by Angle 2 3 :Normal to Selected Beam Assign menu > Shell/Area > Local Axes 2 ETABS Similar Stories Assign menu > Shell/Area Assign Local Axis ok 39 90 > Local Axes Angle 1.4DL + 1.7LL Define menu>Static Load Cases Load DEAD Live Static Load Case Name DEAD Type Load 0 Reducible Live Quake Type EX Load Auto Lateral Load 0 Modify Load User Coefficient User Define Modify Lateral Load X C Type ABI R Y Y Dir + 0.3 x 2.75 x1 7 Live X Seismic Loading 0.1178 X EX EYL EYR EXB EXT X Dir - Eccen Y X Dir + Eccen Y 5 40 EY Y Dir - Eccen X Eccen X Auto Lateral None Quake EZ Load Fv 0.7 AIW p EY EX Self weight Multiplier Floor Other 41 Wall ETABS Select Assign Shell/Area Loads Frame/Line Loads Joint/Point Loads - Joint/Point Loads Select Objects Assign Objects 42 - Frame/Line Loads - Shell/Area Loads 0.01m x 2000 kg/m3 = 20 kg/m2 0.030m x 2100 kg/m3 = 63 kg/m2 0.10m x1300 kg/m3 = 130 kg/m2 2x0.1m x 0.25m x 2500 kg/m3 = 125 kg/m2 100 kg/m2 = 100 kg/m2 0.05m x 2500 kg/m3 = 125 kg/m2 0.015m x 1300 kg/m3 = 19.5 kg/m2 0.005m x 1600 kg/m3 = 8 kg/m2 = 590 kg/m2 = 0 kg/m2 2x0.1m x 0.25m x 2500 kg/m3 = 125 kg/m2 100 kg/m2 = 100 kg/m2 0.05m x 2500 kg/m3 = 125 kg/m2 0.015m x 1300 kg/m3 = 19.5 kg/m2 0.005m x 1600 kg/m3 = 8 kg/m2 =5 = 530 kg/m2 DL = 590 Kg/m^2 LL = 200 Kg/m^2 Ext. Wall = Kg/m Int. Wall = 1 0 Kg/m^2 DLR = Kg/m^2 LLR = 200 Kg/m^2 Static Load Case Name Self-Weight Multiplier DEAD 43 DEAD Deck Section W W Wr hr tc ) Wd Sr 0.1x0.25 2.5( 0.05) 0 0 .5 Wc ( 0.25t / m 2 , DEAD 530 250 280 Kg / m 2 Similar Stories Replace Exiting Loads Assign menu > Shell/Areas Loads > Uniform Load Gravity DEAD kg-m Live One Story Similar Stories 44 Assign menu > Frame/Line Loads > Distributed Gravity Force DEAD kg-m Replace Exiting Loads Delete Existing Loads One Story Wall Other 45 Wall ACI-318-99 ACI ACI 1.4 DL 1.4 DL + 1.7 LL (ACI 9.2.1) 0.9 DL 1.3 * 1.1 EL 0.75 (1.4 DL + 1.7 LL 1.7 * 1.1 EL) (ACI 9.2.3) 1) 1.4 DL + 1.7 LL 4) 0.9 DL 1.43 EXT 6) 0.9 DL 1.43 EXB 10) 0.9 DL 1.43 EYL 12) 0.9 DL 1.43 EYR 1 ) 1.05DL +1.275 LL EXT 1 ) 1.05DL +1.275 LL EXB ) 1.05DL +1.275 LL EYL ) 1.05DL +1.275 LL EYR 2 ) 1.05DL +1.275 LL EXT YL 3 ) 1.05DL +1.275 LL EXT YR 46 ) 1.05DL +1.275 LL EXB YL ) 1.05DL +1.275 LL EXB YR ) 1.05DL +1.275 LL EYL XT ) 1.05DL +1.275 LL EYL XB 7 ) 1.05DL +1.275 LL EYR XT ) 1.05DL +1.275 LL EYR XB ) 1.05DL +1.275 LL EZ XT YL ) 1.05DL +1.275 LL EZ XB YL ) 1.05DL +1.275 LL EZ XT YR 1 ) 1.05DL +1.275 LL EZ XB YR 1 ) 0.9 DL EXT YL 12 ) 0.9 DL EXT YR 1 ) 0.9 DL EXB YL 1 ) 0.9 DL EXB YR 1 ) 0.9 DL EYL XT 1 ) 0.9 DL EYL XB 1 ) 0.9 DL EYR XT 1 ) 0.9 DL EYR XB ) 0.9 DL EZ XT ) 0.9 DL EZ XB YL YL ) 0.9 DL EZ XT YR ) 0.9 DL EZ XB YR Define menu > Load Combinations Add New Comb Modify/Show Comb Delete Combo Add New Comb Load Combination Name Load Combination Type ADD Additive (ADD) Envelope (ENVE) 47 Absolute (ABS) SRSS ADD Define Combination Modify Delete 1.4DEAD + 1.7LIVE DEAD Add LIVE Static Load Scale Factor Static Load Scale Factor Add 1) 1.4 DL + 1.7 LL 4) 0.9 DL 1.43 EXT 6) 0.9 DL 1.43 EXB 10) 0.9 DL 1.43 EYL 12) 0.9 DL 1.43 EYR 1 ) 1.05DL +1.275 LL EXT 1 ) 1.05DL +1.275 LL EXB ) 1.05DL +1.275 LL EYL ) 1.05DL +1.275 LL EYR ) 1.05DL +1.275 LL EXT YL ) 1.05DL +1.275 LL EXT YR ) 1.05DL +1.275 LL EXB YL ) 1.05DL +1.275 LL EXB YR ) 1.05DL +1.275 LL EYL XT ) 1.05DL +1.275 LL EYL XB ) 1.05DL +1.275 LL EYR XT ) 1.05DL +1.275 LL EYR XB ) 0.9 DL EXT YL ) 0.9 DL EXT YR ) 0.9 DL EXB YL 48 ) 0.9 DL EXB YR ) 0.9 DL EYL XT ) 0.9 DL EYL XB ) 0.9 DL EYR XT ) 0.9 DL EYR XB Add Default Design Combos Options menu > Concrete Frame Design Design Code ACI 318-99 Preferences > Concrete Frame Design Preferences Quake 1.4 DL 1.4 DL + 1.7 LL (ACI 9.2.1) 0.9 DL 1.3 * 1.1 EL 0.75 (1.4 DL + 1.7 LL 1.7 * 1.1 EL) (ACI 9.2.3) Omega ACI 318-2005/IBC 2003 Define menu > Special Seismic Load Effects Rho ETABS Define Define Mass Source menu > Mass Source Mass Defination From Self and Specified Mass Additional Area Mass , Additional Line Mass , Additional Point Mass Assign Link ETABS 49 From Loads g ETABS Add Delete Modify Z From Self and Specific Mass and Loads Include Lateral Mass Only Z Y X Lump Lateral Mass at Story Levels Assign Assign menu > Joint/Point > Restraints (Supports) Restraints Fast Restraints 50 Select menu > by Line Object Type>Beam Assign menu > Frame/Line > Frame Property Modifiers Analysis Property Modification Factors Select Assign menu > by Line Object Type>Column menu > Frame/Line > Frame Property Modifiers Analyze menu > Set Analysis Options P .mdb Access 51 Building Active Degrees of Freedom Set P-Delta Parameters ETABS P Include P-Delta P Initial P-Delta Analysis P P Non-Iterative -- Based on Mass P Stick Model P Iterative -- Based on Load Cases P P P P P Iteration Controls P P-Delta Load Combination 1) 1.4 dead load (2) 1.2 dead load + 1.6 live load (3) 1.2 dead load + 0.5 live load + 1.3 wind load (4) 1.2 dead load + 0.5 live load - 1.3 wind load (5) 0.9 dead load + 1.3 wind load (6) 0.9 dead load - 1.3 wind load P P Display 52 Display Display menu > Show Undeformed Shape Display menu > Show Loads Display menu > Show Loads > Joint/Point Load Case Load Type Show Value Load OK Display menu > Show Loads > Frame/Line Load Case Load Type Span Loading Applied Directly to the Line Object (Forces Span Loading Applied Directly to the Line Object ((Moments All Loading that is Tributary to the Line Object (Forces All Loading that is Tributary to the Line Object (moments 53 Include Point Object Loads Show Loading Values Show Shell/Area Loads Load Load Case Type Uniform Load Values Wind Pressure Temperature Values Display menu > Show Deformed Shape ok Scale Factor Cubic Curve Display menu > Show Mode Shape Cubic Curve ok Scale Factor 54 Display menu > Show Member Forces/Stress Diagram 55 Display menu > Show Member Forces/Stress Diagram > Support/Spring Point Reaction Forces Reactions Load Static load case(linear) Response Spectrum case Load Combination Type Display menu > Show Member Forces/Stress Diagram > Frame/Pier/ Spandrel Member Force Diagram for Frames 56 Forces Load Component Inplane Moment Inplane Shear Inplane ETABS Auto Scale Factor Scaling ETABS ETABS Options Preference Options Fill Diagram Show Value Fill Diagram Show Value on Diagram Fill Diagram Fill Diagram Show Value on Diagram Include 57 58 59 This document was created with Win2PDF available at http://www.daneprairie.com. 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