etabs load combo

4 SERVICESW SDL LIVE EP SURC WND

2 1 1

3 1 1 1

5 1 1 1 1 1

6 1 1 1 1 1 0.75

STEP-5 Press this button

STEP-6 Press this button

STEP-7 Import the same text file which you selected,in ETABS.

*ALWAYS MAKE A BACKUP COPY OF ETABS TEXT FILE BEFORE USING THIS SHEET**DO NOT DELETE,CHANGE,OVERWRITE ANY DATA, COLUMN OR ROW.

coolestbliss363.blogspot.com

Your ETABS Text File Data

Compile Combinations

Make ETABS Text File (Overwrite)

STEP-1

Write here load cases names exactly as in ETABS Load Cases

STEP-3

Write here the main lateral loading combo..For example in ETABS you have defined following combos:-

WND-PX-AWND-PX-BWND-PY-A

etc..then

write here only the main prefix..for example

WND

STEP-2

Write combo factors

Do Not Leave blank rows between data. For example you put first combination in 1st row and the 2nd combination in 3rd row…leaving 2nd row blank...

F2

STEP-1 Write here load cases names exactly as in ETABS Load Cases

L2

STEP-3 Write here the main lateral loading combo..For example in ETABS you have defined following combos:- WND-PX-A WND-PX-B WND-PY-A etc..then write here only the main prefix..for example WND

G17

STEP-2 Write combo factors Do Not Leave blank rows between data. For example you put first combination in 1st row and the 2nd combination in 3rd row…leaving 2nd row blank...

$ File C:\Users\Muhammed Sarwar\Desktop\asd.$ET saved 11-4-11 20:43:03

$ PROGRAM INFORMATION

PROGRAM "ETABS" VERSION "9.7.3"

$ CONTROLS

UNITS "KIP" "IN"

TITLE1 "Hewlett-Packard"

PREFERENCE MERGETOL 0.1

RLLF METHOD "TRIBAREAUBC97" USEDEFAULTMIN "YES"

$ STORIES - IN SEQUENCE FROM TOP

STORY "STORY4" HEIGHT 144 MASTERSTORY "Yes"

STORY "STORY3" HEIGHT 144 SIMILARTO "STORY4"



STORY "BASE" ELEV 0

$ DIAPHRAGM NAMES

DIAPHRAGM "D1" TYPE RIGID

$ GRIDS

COORDSYSTEM "GLOBAL" TYPE "CARTESIAN" BUBBLESIZE 60

GRID "GLOBAL" LABEL "A" DIR "X" COORD 0 GRIDTYPE "PRIMARY" BUBBLELOC "DEFAULT" GRIDHIDE "NO"

GRID "GLOBAL" LABEL "B" DIR "X" COORD 288 GRIDTYPE "PRIMARY" BUBBLELOC "DEFAULT" GRIDHIDE "NO"

GRID "GLOBAL" LABEL "C" DIR "X" COORD 576 GRIDTYPE "PRIMARY" BUBBLELOC "DEFAULT" GRIDHIDE "NO"

GRID "GLOBAL" LABEL "D" DIR "X" COORD 864 GRIDTYPE "PRIMARY" BUBBLELOC "DEFAULT" GRIDHIDE "NO"

GRID "GLOBAL" LABEL "1" DIR "Y" COORD 0 GRIDTYPE "PRIMARY" BUBBLELOC "SWITCHED" GRIDHIDE "NO"




$ MATERIAL PROPERTIES

MATERIAL "STEEL" M 7.324016E-07 W 0.000283 TYPE "ISOTROPIC" E 29000 U 0.3 A 6.49999992674566E-06

MATERIAL "STEEL" DESIGNTYPE "STEEL" FY 50 FU 65 PRICE 1

MATERIAL "CONC" M 2.246377E-07 W 0.0000868 TYPE "ISOTROPIC" E 3600 U 0.2 A 5.50000004295725E-06

MATERIAL "CONC" DESIGNTYPE "CONCRETE" FY 60 FC 4 FYS 60

MATERIAL "OTHER" M 7.324016E-07 W 0.000283 TYPE "ISOTROPIC" E 29000 U 0.3 A 6.49999992674566E-06

MATERIAL "OTHER" DESIGNTYPE "OTHER"

$ FRAME SECTIONS

FRAMESECTION "W4X13" MATERIAL "STEEL" SHAPE "W4X13" FILE "C:\Program Files\Computers and Structures\ETABS 9\Sections8.pro"

FRAMESECTION "W5X16" MATERIAL "STEEL" SHAPE "W5X16"


FRAMESECTION "W6X8.5" MATERIAL "STEEL" SHAPE "W6X8.5"


























FRAMESECTION "HSS4X.237" MATERIAL "STEEL" SHAPE "HSS4X.237"















FRAMESECTION "PIPE4SCH40" MATERIAL "STEEL" SHAPE "PIPE4SCH40"





FRAMESECTION "PIPE12STD" MATERIAL "STEEL" SHAPE "PIPE12STD"





FRAMESECTION "PIPE12XS" MATERIAL "STEEL" SHAPE "PIPE12XS"

FRAMESECTION "PIPE4XXS" MATERIAL "STEEL" SHAPE "PIPE4XXS"




FRAMESECTION "A-GravBm" SHAPE "Auto Select List"

FRAMESECTION "A-LatBm" SHAPE "Auto Select List"

FRAMESECTION "A-GravCol" SHAPE "Auto Select List"

FRAMESECTION "A-LatCol" SHAPE "Auto Select List"

FRAMESECTION "A-CompBm" SHAPE "Auto Select List"

FRAMESECTION "A-TrChdW10" SHAPE "Auto Select List"



FRAMESECTION "A-TrWebHSSr" SHAPE "Auto Select List"

FRAMESECTION "A-TrWebHSSO" SHAPE "Auto Select List"

FRAMESECTION "A-TrWebPIPE" SHAPE "Auto Select List"

FRAMESECTION "A-TrWeb8" SHAPE "Auto Select List"



FRAMESECTION "ConcCol" MATERIAL "CONC" SHAPE "Rectangular" D 18 B 18

FRAMESECTION "ConcBm" MATERIAL "CONC" SHAPE "Rectangular" D 18 B 12

$ AUTO SELECT SECTION LISTS

AUTOSECTION "A-GravBm" "W12X26" "W12X30" "W14X30" "W14X34" "W14X38" "W16X26" "W16X31" "W16X36"



AUTOSECTION "A-GravBm" "W33X118"

AUTOSECTION "A-LatBm" "W18X50" "W18X55" "W18X60" "W21X55" "W21X57" "W21X62" "W21X68" "W24X62"



AUTOSECTION "A-LatBm" "W36X170" "W36X182"

AUTOSECTION "A-GravCol" "W10X33" "W10X39" "W10X45" "W10X60" "W12X53" "W12X58" "W12X72" "W12X79"



AUTOSECTION "A-LatCol" "W12X96" "W12X106" "W12X120" "W12X136" "W12X152" "W12X170" "W12X190" "W12X210"



AUTOSECTION "A-CompBm" "W10X12" "W10X15" "W10X17" "W10X19" "W12X14" "W12X16" "W12X19" "W12X22"



AUTOSECTION "A-CompBm" "W24X76" "W27X84"

AUTOSECTION "A-TrChdW10" "W10X33" "W10X39" "W10X45" "W10X49" "W10X54" "W10X60" "W10X68" "W10X77"

AUTOSECTION "A-TrChdW10" "W10X88" "W10X100" "W10X112"



AUTOSECTION "A-TrChdW12" "W12X210" "W12X230" "W12X252" "W12X279" "W12X305" "W12X336"



AUTOSECTION "A-TrChdW14" "W14X211" "W14X233" "W14X257" "W14X283" "W14X311"

AUTOSECTION "A-TrWebHSSO" "HSS4X.237" "HSS4X.250" "HSS5X.250" "HSS5X.258" "HSS5X.312" "HSS5X.375" "HSS5X.500" "HSS6X.250"

AUTOSECTION "A-TrWebHSSO" "HSS6X.280" "HSS6X.312" "HSS6X.375" "HSS7X.250" "HSS7X.312" "HSS7X.375" "HSS7X.500"

AUTOSECTION "A-TrWebPIPE" "PIPE4SCH40" "PIPE5SCH40" "PIPE6SCH40" "PIPE8SCH40" "PIPE10SCH40" "PIPE12STD" "PIPE4SCH80" "PIPE5SCH80"

AUTOSECTION "A-TrWebPIPE" "PIPE6SCH80" "PIPE8SCH80" "PIPE12XS" "PIPE4XXS" "PIPE5XXS" "PIPE6XXS" "PIPE8XXS"

AUTOSECTION "A-TrWeb8" "W8X31" "W8X35" "W8X40" "W8X48" "W8X58" "W8X67"

AUTOSECTION "A-TrWeb10" "W10X33" "W10X39" "W10X45" "W10X49" "W10X54" "W10X60" "W10X68" "W10X77"

AUTOSECTION "A-TrWeb10" "W10X88" "W10X100" "W10X112"



AUTOSECTION "A-TrWeb12" "W12X210" "W12X230"

$ REBAR DEFINITIONS

REBARDEFINITION "#2" AREA 0.05 DIA 0.25






REBARDEFINITION "#8" AREA 0.79 DIA 1

REBARDEFINITION "#9" AREA 1 DIA 1.128




REBARDEFINITION "#18" AREA 4 DIA 2.257

REBARDEFINITION "10M" AREA 0.1550003 DIA 0.4448819








REBARDEFINITION "6d" AREA 4.386509E-02 DIA 0.2362205

REBARDEFINITION "8d" AREA 7.796516E-02 DIA 0.3149606

REBARDEFINITION "10d" AREA 0.1216752 DIA 0.3937008








REBARDEFINITION "N12" AREA 0.1751504 DIA 0.472441







$ CONCRETE SECTIONS

CONCRETESECTION "ConcCol" TYPE "COLUMN" PATTERN "R-3-3" TRANSREINF "TIES" COVER 1.8 REBAR "#9" DESIGNCHECK "DESIGN"

CONCRETESECTION "ConcBm" TYPE "BEAM" COVERTOP 1.8 COVERBOTTOM 1.8 ATI 0 ABI 0 ATJ 0 ABJ 0

$ WALL/SLAB/DECK PROPERTIES

SHELLPROP "WALL1" MATERIAL "CONC" PROPTYPE "WALL" TYPE "SHELL" PLATETYPE "THIN" TM 12 TB 12

SHELLPROP "SLAB1" MATERIAL "CONC" PROPTYPE "SLAB" TYPE "SHELL" PLATETYPE "THIN" TM 12 TB 12

SHELLPROP "DECK1" PROPTYPE "DECK" TYPE "MEMBRANE"

SHELLPROP "DECK1" DECKTYPE "FILLED" CONCMATERIAL "CONC" SLABDEPTH 3.5

SHELLPROP "DECK1" RIBDEPTH 3 RIBWIDTH 6 RIBSPACING 12 WEIGHT 1.597222E-05

SHELLPROP "DECK1" STUDDIA 0.75 STUDHEIGHT 6 STUDSTRENGTH 65

SHELLPROP "PLANK1" MATERIAL "CONC" PROPTYPE "SLAB" TYPE "MEMBRANE" ONEWAY "YES" TM 12 TB 12

SHELLPROP "PLANK1" F11MOD 0.01 F22MOD 0.01

$ LINK PROPERTIES

LINKPROP "NLPR1" TYPE "DAMPER"

LINKPROP "NLPR1" DOF "U1"

$ PIER/SPANDREL NAMES

PIERNAME "P1"

SPANDRELNAME "S1"

$ STATIC LOADS

LOADCASE "SW" TYPE "DEAD" SELFWEIGHT 1

LOADCASE "LIVE" TYPE "LIVE" SELFWEIGHT 0

LOADCASE "SDL" TYPE "LIVE" SELFWEIGHT 0

LOADCASE "EP" TYPE "LIVE" SELFWEIGHT 0

LOADCASE "SURC" TYPE "LIVE" SELFWEIGHT 0

LOADCASE "WND-PX-A" TYPE "LIVE" SELFWEIGHT 0

LOADCASE "WND-PX-B" TYPE "LIVE" SELFWEIGHT 0

LOADCASE "WND-PY-A" TYPE "LIVE" SELFWEIGHT 0

$ ANALYSIS OPTIONS

ACTIVEDOF "UX UY UZ RX RY RZ"

DYNAMICS MODES 12 MODETYPE "EIGEN" TOL 0.0000001

MASSOPTIONS GRAVITY 386.0886 SOURCE "MASS" LATERALONLY "YES" STORYLEVELONLY "YES"

$ LOAD COMBINATIONS

COMBO "SRV-1" TYPE "ADD"

COMBO "SRV-1" LOAD "SW" SF 1

COMBO "SRV-1" LOAD "SDL" SF 1







COMBO "SRV-7" LOAD "SW" SF 0.5

COMBO "SRV-7" LOAD "SDL" SF 0.6
















COMBO "ULT-23" TYPE "ADD"






















$ STEEL DESIGN PREFERENCES

STEELPREFERENCE CODE "AISC-LRFD93" THDESIGN "EVERYSTEP" FRAMETYPE "MOMENT FRAME"

STEELPREFERENCE PHIBLRFD 0.9 PHICLRFD 0.85 PHITLRFD 0.9 PHIVLRFD 0.9 PHICANGLELRFD 0.9


STEELPREFERENCE CONSIDERDEFLECTION "YES" RELATIVEDEFLECTION "BOTH"

STEELPREFERENCE DLDEFLECTIONLIMIT 120 SLDEFLECTIONLIMIT 120 LLDEFLECTIONLIMIT 360 TLDEFLECTIONLIMIT 240 TLMCDEFLECTIONLIMIT 240

STEELPREFERENCE DLDEFLECTIONLIMITABS 1 SLDEFLECTIONLIMITABS 1 LLDEFLECTIONLIMITABS 1 TLDEFLECTIONLIMITABS 1 TLMCDEFLECTIONLIMITABS 1

STEELPREFERENCE CALCULATECAMBER "NO" PERCENTCAMBERWDL 1 CAMBERRELMAXLIMIT 180 CAMBERIGNORELIMIT 0.75

STEELPREFERENCE CAMBERABSMAXLIMIT 4 CAMBERINTERVAL 0.25 CAMBERROUNDDOWN "YES"

STEELPREFERENCE PATTERNLLF 0.75 MAXITERATION 1 SRLIMIT 0.95

$ CONCRETE DESIGN PREFERENCES

CONCRETEPREFERENCE CODE "ACI 318-08/IBC 2009" THDESIGN "EVERYSTEP" CONSIDERMINECCENTRICITY "YES"

CONCRETEPREFERENCE NUMINTERCURVES 24 NUMINTERPOINTS 11 PATTERNLLF 0.75 UFLIMIT 0.95

CONCRETEPREFERENCE SDC "D" PHITENSIONCTRL 0.9 PHICOMPRESSIONCTRLTIED 0.65 PHICOMPRESSIONCTRLSPIRAL 0.75 PHISHEARTORSION 0.75 PHISHEARSEISMIC 0.6 PHISHEARJOINT 0.85

$ COMPOSITE DESIGN PREFERENCES

COMPOSITEPREFERENCE CODE "AISC-LRFD93"

COMPOSITEPREFERENCE PHI-B 0.9 PHI-BCNE 0.9 PHI-BCNP 0.85 PHI-BCPE 0.9 PHI-BCPP 0.85 PHI-V 0.9

COMPOSITEPREFERENCE SHORED "NO" %MIDDLERANGE 70 PATTERNLLF 0.75 SRLIMIT 1 SINGLESEGMENT "NO" STUDINCREASEFACTOR 1 MINNUMEXTRASTUDS 0

COMPOSITEPREFERENCE DLLIMIT 0 SLLIMIT 240 LLLIMIT 360 TLLIMIT 240 CREEPFACTOR 1

COMPOSITEPREFERENCE %DLCAMBER 100 CAMBERIGNORE 0.75 CAMBERABSMAX 4 CAMBERRELMAX 180 CAMBERINTERVAL 0.25 CAMBERROUNDDOWN "YES"

COMPOSITEPREFERENCE %VIBLL 25 CONSIDERFREQ "NO" MINFREQ 8 CONSIDERDAMP "NO" %INHERENTDAMP 4

COMPOSITEPREFERENCE VIBRATIONCRITERION "WALKING" OCCUPANCYCATEGORY "PAPEROFFICE" DAMPINGRATIO 0.03 WALKINGACCELERATIONLIMIT 0.005

COMPOSITEPREFERENCE RHYTHMICACTIVITY "AEROBICS" AFFECTEDOCCUPANCYCATEGORY "PAPEROFFICE"

COMPOSITEPREFERENCE RHYTHMICACCELERATIONLIMIT 0.005 UPPERSTEPFREQUENCY 2.75 LOWERSTEPFREQUENCY 2

COMPOSITEPREFERENCE EQUIPMENTORUSECATEGORY "COMPUTERSYSTEM" VIBVELOCITYLIMIT 0.008

COMPOSITEPREFERENCE FOOTFALLIMPULSEFOFAST 5 FOOTFALLIMPULSEFOMODERATE 2.5 FOOTFALLIMPULSEFOSLOW 1.4

COMPOSITEPREFERENCE FOOTFALLIMPULSEFMFAST 0.315 FOOTFALLIMPULSEFMMODERATE 0.28 FOOTFALLIMPULSEFMSLOW 0.24

COMPOSITEPREFERENCE OPTIMIZEPRICE "NO" CONNECTORPRICE 0 CAMBERPRICE 0

$ WALL DESIGN PREFERENCES

WALLPREFERENCE CODE "UBC97" THDESIGN "EVERYSTEP"

WALLPREFERENCE REBARUNITS "in^2" REBAR/LENGTHUNITS "in^2/ft"

WALLPREFERENCE PHI-B 0.9 PHI-C 0.7 PHI-VNS 0.85 PHI-VS 0.6 PMAXFACTOR 0.8

WALLPREFERENCE NUMCURVES 24 NUMPOINTS 11

WALLPREFERENCE PTMAX 0.06 PCMAX 0.04 IPMAX 0.02 IPMIN 0.0025

WALLPREFERENCE UFLIMIT 0.95

$ SPECIAL SEISMIC DATA

SPECIALSEISMICDATA USEFORDESIGN "YES"

$ DIMENSION LINES

DIMENSIONLINE XI 0 YI 0 ZI 576 XJ 0 YJ 288 ZJ 576 XC -36 YC 144 ZC 576















DIMENSIONLINE XI 0 YI 864 ZI 576 XJ 288 YJ 864 ZJ 576 XC 144 YC 900 ZC 576















$ LOG

STARTCOMMENTS

ETABS Nonlinear 9.7.3 File saved as C:\Users\Muhammed Sarwar\Desktop\aa.EDB at 04-Nov-11 7:04:45 PM


ETABS Nonlinear 9.7.3 File saved as C:\Users\Muhammed Sarwar\Desktop\aa1.EDB at 04-Nov-11 7:54:09 PM



ETABS Nonlinear 9.7.3 File saved as C:\Users\Muhammed Sarwar\Desktop\asd.EDB at 04-Nov-11 8:43:03 PM

ENDCOMMENTS

END

$ END OF MODEL FILE

4 ULTIAMTE20 SW SDL LIVE EP SURC WND2 1.4 1.4

3 1.2 1.2 1.6

5 1.2 1.2 1.6 1.6 1.6

6 1.2 1.2 1.6 1.6 1.6 1


Your ETABS Text File Data

Compile Combinations

Make ETABS Text File (Overwrite)

STEP-3

Write here the main lateral loading combo..For example in ETABS you have defined following combos:-

WND-PX-AWND-PX-BWND-PY-A

etc..then

write here only the main prefix..for example

WND

GRID "GLOBAL" LABEL "A" DIR "X" COORD 0 GRIDTYPE "PRIMARY" BUBBLELOC "DEFAULT" GRIDHIDE "NO"

GRID "GLOBAL" LABEL "B" DIR "X" COORD 288 GRIDTYPE "PRIMARY" BUBBLELOC "DEFAULT" GRIDHIDE "NO"

GRID "GLOBAL" LABEL "C" DIR "X" COORD 576 GRIDTYPE "PRIMARY" BUBBLELOC "DEFAULT" GRIDHIDE "NO"

GRID "GLOBAL" LABEL "D" DIR "X" COORD 864 GRIDTYPE "PRIMARY" BUBBLELOC "DEFAULT" GRIDHIDE "NO"





MATERIAL "STEEL" M 7.324016E-07 W 0.000283 TYPE "ISOTROPIC" E 29000 U 0.3 A 6.49999992674566E-06

MATERIAL "CONC" M 2.246377E-07 W 0.0000868 TYPE "ISOTROPIC" E 3600 U 0.2 A 5.50000004295725E-06

MATERIAL "OTHER" M 7.324016E-07 W 0.000283 TYPE "ISOTROPIC" E 29000 U 0.3 A 6.49999992674566E-06

FRAMESECTION "W4X13" MATERIAL "STEEL" SHAPE "W4X13" FILE "C:\Program Files\Computers and Structures\ETABS 9\Sections8.pro"




AUTOSECTION "A-TrChdW12" "W12X210" "W12X230" "W12X252" "W12X279" "W12X305" "W12X336"



AUTOSECTION "A-TrChdW14" "W14X211" "W14X233" "W14X257" "W14X283" "W14X311"

AUTOSECTION "A-TrWebHSSO" "HSS4X.237" "HSS4X.250" "HSS5X.250" "HSS5X.258" "HSS5X.312" "HSS5X.375" "HSS5X.500" "HSS6X.250"

AUTOSECTION "A-TrWebHSSO" "HSS6X.280" "HSS6X.312" "HSS6X.375" "HSS7X.250" "HSS7X.312" "HSS7X.375" "HSS7X.500"

AUTOSECTION "A-TrWebPIPE" "PIPE4SCH40" "PIPE5SCH40" "PIPE6SCH40" "PIPE8SCH40" "PIPE10SCH40" "PIPE12STD" "PIPE4SCH80" "PIPE5SCH80"

AUTOSECTION "A-TrWebPIPE" "PIPE6SCH80" "PIPE8SCH80" "PIPE12XS" "PIPE4XXS" "PIPE5XXS" "PIPE6XXS" "PIPE8XXS"

AUTOSECTION "A-TrWeb8" "W8X31" "W8X35" "W8X40" "W8X48" "W8X58" "W8X67"




CONCRETESECTION "ConcCol" TYPE "COLUMN" PATTERN "R-3-3" TRANSREINF "TIES" COVER 1.8 REBAR "#9" DESIGNCHECK "DESIGN"

CONCRETESECTION "ConcBm" TYPE "BEAM" COVERTOP 1.8 COVERBOTTOM 1.8 ATI 0 ABI 0 ATJ 0 ABJ 0

SHELLPROP "WALL1" MATERIAL "CONC" PROPTYPE "WALL" TYPE "SHELL" PLATETYPE "THIN" TM 12 TB 12

SHELLPROP "SLAB1" MATERIAL "CONC" PROPTYPE "SLAB" TYPE "SHELL" PLATETYPE "THIN" TM 12 TB 12

SHELLPROP "DECK1" RIBDEPTH 3 RIBWIDTH 6 RIBSPACING 12 WEIGHT 1.597222E-05

SHELLPROP "PLANK1" MATERIAL "CONC" PROPTYPE "SLAB" TYPE "MEMBRANE" ONEWAY "YES" TM 12 TB 12

MASSOPTIONS GRAVITY 386.0886 SOURCE "MASS" LATERALONLY "YES" STORYLEVELONLY "YES"

STEELPREFERENCE CODE "AISC-LRFD93" THDESIGN "EVERYSTEP" FRAMETYPE "MOMENT FRAME"



STEELPREFERENCE DLDEFLECTIONLIMIT 120 SLDEFLECTIONLIMIT 120 LLDEFLECTIONLIMIT 360 TLDEFLECTIONLIMIT 240 TLMCDEFLECTIONLIMIT 240

STEELPREFERENCE DLDEFLECTIONLIMITABS 1 SLDEFLECTIONLIMITABS 1 LLDEFLECTIONLIMITABS 1 TLDEFLECTIONLIMITABS 1 TLMCDEFLECTIONLIMITABS 1

STEELPREFERENCE CALCULATECAMBER "NO" PERCENTCAMBERWDL 1 CAMBERRELMAXLIMIT 180 CAMBERIGNORELIMIT 0.75

STEELPREFERENCE CAMBERABSMAXLIMIT 4 CAMBERINTERVAL 0.25 CAMBERROUNDDOWN "YES"

CONCRETEPREFERENCE CODE "ACI 318-08/IBC 2009" THDESIGN "EVERYSTEP" CONSIDERMINECCENTRICITY "YES"

CONCRETEPREFERENCE NUMINTERCURVES 24 NUMINTERPOINTS 11 PATTERNLLF 0.75 UFLIMIT 0.95

CONCRETEPREFERENCE SDC "D" PHITENSIONCTRL 0.9 PHICOMPRESSIONCTRLTIED 0.65 PHICOMPRESSIONCTRLSPIRAL 0.75 PHISHEARTORSION 0.75 PHISHEARSEISMIC 0.6 PHISHEARJOINT 0.85

COMPOSITEPREFERENCE PHI-B 0.9 PHI-BCNE 0.9 PHI-BCNP 0.85 PHI-BCPE 0.9 PHI-BCPP 0.85 PHI-V 0.9

COMPOSITEPREFERENCE SHORED "NO" %MIDDLERANGE 70 PATTERNLLF 0.75 SRLIMIT 1 SINGLESEGMENT "NO" STUDINCREASEFACTOR 1 MINNUMEXTRASTUDS 0

COMPOSITEPREFERENCE DLLIMIT 0 SLLIMIT 240 LLLIMIT 360 TLLIMIT 240 CREEPFACTOR 1

COMPOSITEPREFERENCE %DLCAMBER 100 CAMBERIGNORE 0.75 CAMBERABSMAX 4 CAMBERRELMAX 180 CAMBERINTERVAL 0.25 CAMBERROUNDDOWN "YES"

COMPOSITEPREFERENCE %VIBLL 25 CONSIDERFREQ "NO" MINFREQ 8 CONSIDERDAMP "NO" %INHERENTDAMP 4

COMPOSITEPREFERENCE VIBRATIONCRITERION "WALKING" OCCUPANCYCATEGORY "PAPEROFFICE" DAMPINGRATIO 0.03 WALKINGACCELERATIONLIMIT 0.005

COMPOSITEPREFERENCE RHYTHMICACTIVITY "AEROBICS" AFFECTEDOCCUPANCYCATEGORY "PAPEROFFICE"

COMPOSITEPREFERENCE RHYTHMICACCELERATIONLIMIT 0.005 UPPERSTEPFREQUENCY 2.75 LOWERSTEPFREQUENCY 2

COMPOSITEPREFERENCE EQUIPMENTORUSECATEGORY "COMPUTERSYSTEM" VIBVELOCITYLIMIT 0.008

COMPOSITEPREFERENCE FOOTFALLIMPULSEFOFAST 5 FOOTFALLIMPULSEFOMODERATE 2.5 FOOTFALLIMPULSEFOSLOW 1.4

COMPOSITEPREFERENCE FOOTFALLIMPULSEFMFAST 0.315 FOOTFALLIMPULSEFMMODERATE 0.28 FOOTFALLIMPULSEFMSLOW 0.24

COMPOSITEPREFERENCE OPTIMIZEPRICE "NO" CONNECTORPRICE 0 CAMBERPRICE 0




ETABS Nonlinear 9.7.3 File saved as C:\Users\Muhammed Sarwar\Desktop\asd.EDB at 04-Nov-11 8:43:03 PM

3PX-APX-BPY-A


STEP-4

Write down sub names of lateral loading combo. For example

If in ETABS you want the following combo:-

WND-PX-AWND-PX-BWND-PY-Aetc thenput herePX-APX-BPY-Aand so on(see step-3)

V2

STEP-4 Write down sub names of lateral loading combo. For example If in ETABS you want the following combo:- WND-PX-A WND-PX-B WND-PY-A etc then put here PX-A PX-B PY-A and so on (see step-3)


COMBO "SRV-1" LOAD "SW" SF 1

COMBO "SRV-1" LOAD "SDL" SF 1







COMBO "SRV-7" LOAD "SW" SF 0.5

COMBO "SRV-7" LOAD "SDL" SF 0.6
































COMBO "ULT-39" TYPE "ADD" COMBO "ULT-40" TYPE "ADD" COMBO "ULT-41" TYPE "ADD" COMBO "ULT-42" TYPE "ADD" COMBO "ULT-43" TYPE "ADD" COMBO "ULT-44" TYPE "ADD"

etabs load combo

Documents

usersmuhammed

usersmuhammed

usersmuhammed

program filescomputers

auto select

opaa1

opaa

text file