PROGRAMME : ETABS EXTENDED THREE DIMENSIONAL ANALYSIS OF BUILDING SYSTEMS PREPARED BY : KONICA SULTANA EXAM # 1 DATA #1 FILE‐NEW MODEL‐NO‐GRID ONLY C:\Documents and Settings\user\Desktop\ETABS 1/22/2009 EXAM # 1 DATA #1 FILE NEW MODEL NO GRID ONLY BEAM SIZE = 12"X18" f'c = 4 ksi fy = 60 ksi DRW: CAD FILE #2 (UNIT=POUND‐IN)DEFINE‐MATERIALS PROPERTIES MODULAS OF ELASTICITY =57000*SQRT(F'C) MODULAS OF ELASTICITY 57000 SQRT(F C) #3 DEFINE‐FRAME SECTION‐ADD RECTANGULAR‐CLICK ON REINFORCEMENT #4 DRAW‐DRAW LINE OBJECTS‐DRAW LINES(PLAN‐ELEV‐3D) DRAW A LINE FROM ONE POINT TO ANOTHER. #5 VIEW‐SET BUILDING VIEW OPT‐EXTRUTION‐APPLY TO ALL #6 CLICK ON SUPPORT POINT‐ASSIGN‐JOINT/POINT‐RESTRAINS(SUPPORTS) VIEW THE SUPPORTS BY GOING VIEW THE SUPPORTS BY GOING ON ELEVATION. Supports(Hinge+Rolar) C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
PROGRAMME : ETABSEXTENDED THREE DIMENSIONAL ANALYSISOF BUILDING SYSTEMS
PREPARED BY : KONICA SULTANA
EXAM # 1 DATA #1 FILE‐NEW MODEL‐NO‐GRID ONLY
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
EXAM # 1 DATA #1 FILE NEW MODEL NO GRID ONLYBEAM SIZE = 12"X18"f'c = 4 ksify = 60 ksi
DRW: CAD FILE
#2 (UNIT=POUND‐IN)DEFINE‐MATERIALS PROPERTIESMODULAS OF ELASTICITY =57000*SQRT(F'C)MODULAS OF ELASTICITY 57000 SQRT(F C)
#3 DEFINE‐FRAME SECTION‐ADD RECTANGULAR‐CLICK ON REINFORCEMENT
# 4 DRAW‐DRAW LINE OBJECTS‐DRAW LINES(PLAN‐ELEV‐3D)DRAW A LINE FROM ONE POINT TO ANOTHER.
# 5 VIEW‐SET BUILDING VIEW OPT‐EXTRUTION‐APPLY TO ALL# 6 CLICK ON SUPPORT POINT‐ASSIGN‐JOINT/POINT‐RESTRAINS(SUPPORTS)
VIEW THE SUPPORTS BY GOINGVIEW THE SUPPORTS BY GOING ON ELEVATION.Supports(Hinge+Rolar)
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
PROGRAMME : ETABSEXTENDED THREE DIMENSIONAL ANALYSISOF BUILDING SYSTEMS
PREPARED BY : KONICA SULTANA
EXAM # 2 DATA NOTE : ALL THINGS ARE SAME AS PER BEAM SIZE = B12"X18" & B12"X16" EXAM‐01 EXCEPT THE LOAD AND
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
BEAM SIZE B12 X18 & B12 X16 EXAM 01 EXCEPT THE LOAD AND f'c = 3 ksi DIFFERENT BEAM SECTION. SO fy = 60 ksi FOLLOW 1~6 OF EXAM‐01
#1 FILE‐NEW MODEL‐NO‐GRID ONLY‐EDIT GRID
DRW: CAD FILE
#2 (UNIT=POUND‐IN)DEFINE‐MATERIALS PROPERTIESMODULAS OF ELASTICITY =57000*SQRT(F'C)
#3 DEFINE‐FRAME SECTION‐ADD RECTANGULAR‐CLICK ON REINFORCEMENT# 4 DRAW‐DRAW LINE OBJECTS‐DRAW LINES(PLAN‐ELEV‐3D)
DRAW A LINE FROM ONE POINT TO ANOTHER.# 5 VIEW‐SET BUILDING VIEW OPT‐SECTIONS‐APPLY TO ALL
TO SEE THE DIFFERENT COLOR OF TWO DIFFERENT BEAM SECTION.
# 6 CLICK ON SUPPORT POINT‐ASSIGN‐JOINT/POINT‐RESTRAINS(SUPPORTS)VIEW THE SUPPORTS BY GOING ON ELEVATION.Supports(Fixed+Hinge))
# 7 SELECT POINT‐ASSIGN‐JOINT/POINT LOAD‐FORCES
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
PROGRAMME : ETABSEXTENDED THREE DIMENSIONAL ANALYSISOF BUILDING SYSTEMS
PREPARED BY : KONICA SULTANA
EXAM # 3 DATA NOTE : ALL THINGS ARE SAME AS PER BEAM SIZE = B10"X12" EXAM‐02 EXCEPT THE COLUMN
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
BEAM SIZE B10 X12 EXAM 02 EXCEPT THE COLUMN COLUMN SIZE C16"X16" DIMENSIONf'c = 4 ksi SO FOLLOW 1~7 OF EXAM‐02fy = 60 ksi
# 5 DRAW‐DRAW LINE OBJECTS‐CREAT LINES ON REGIONS OR AT CLICKSGO TO ELEVATION VIEW AND THEN TOUCH THE GRID AND POINT OF TOP BEAM LINE ONLY.GO TO ELEVATION VIEW AND THEN TOUCH THE GRID AND POINT OF TOP BEAM LINE ONLY.
# 5 PLAN VIEW‐STORY 5‐OKDRAW‐DRAW LINE OBJECTS‐CREAT COLUMNS ON REGIONS OR AT CLICKSMAKE MODE OF "SIMILAR STORY" AT RIGHT SIDE BOTTOM PORTION OF DESKTOP.ALL THE COLUMN AND BEAM WILL SELECTED AUTOMATICALLY(EXCEPT THE BASE BEAM)
# 6 DO SAME FOR THE BEAM
# 7 CLICK ON SUPPORT POINT‐ASSIGN‐JOINT/POINT‐RESTRAINS(SUPPORTS)VIEW THE SUPPORTS BY GOING ON ELEVATIONON ELEVATION.
NOTE : IF WANT TO SELECT ONLT THE BEAMS NOT THE COLUMNS THEN.VIEW‐SET BUILDING VIEW OPT‐OBJECT PRESENT ON VIEW‐CLICK ON COLUMNS
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
PROGRAMME : ETABSEXTENDED THREE DIMENSIONAL ANALYSISOF BUILDING SYSTEMS
PREPARED BY : KONICA SULTANA
EXAM # 5 DATABEAM SIZE = B12"X18"
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
# 6 DO SAME FOR THE BEAM# 7 CLICK ON SUPPORT POINT‐ASSIGN‐JOINT/POINT‐RESTRAINS(SUPPORTS)
VIEW THE SUPPORTS BY GOING # 8 PLAN VIEW‐STORY 4‐OK
DRAW‐DRAW LINE OBJECTS‐CREAT COLUMNS ON REGIONS OR AT CLICKSMAKE MODE OF "SIMILAR STORY" AT RIGHT SIDE BOTTOM PORTION OF DESKTOP.ALL THE COLUMN AND BEAM WILL SELECTED AUTOMATICALLY(EXCEPT THE BASE BEAM)
# 9 DO SAME FOR THE BEAM# 10 DRAW‐DRAW AREA OBJECTS‐CREAT AREA AT CLICK# 10 DRAW‐DRAW AREA OBJECTS‐CREAT AREA AT CLICK
SELECT‐BYWALL/SLABEDIT‐REPLICATE‐STORY 3/2/1
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
PROGRAMME : ETABSEXTENDED THREE DIMENSIONAL ANALYSISOF BUILDING SYSTEMS
# 3 TO ROTATE COLUMNSELECT COLUMN‐ASSIGN‐FRAME/LINE‐LOCAL‐AXIS‐COLUMN MAJOR DIRECTION "Y"
# 4 MESH :A) AUTO MESHVIEW‐AUTO AREA MESHSELECT‐SLAB‐ASSIGN‐NO AUTO MESH(TO DESELECT THE MESH)
B) MANUAL MESH(MOST USEFULL)SELECT‐WALL/SLAB‐EDIT‐MESH AREAS‐(1&3 OPTIONS USED ONLY)
# 5 TO CHECK DATA :VIEW‐SET BUILDING VIEW OPT‐OBJECTS‐‐‐‐‐CLICK ON "AREA SECTION" &"LINE SECTION"
#6 TO REPLACE COLUMNSELECT‐BY FRAME SECTIONSELECT‐BY FRAME SECTIONSELECT‐DESELECT‐STORY LEVEL‐EXCEPT TOP SELECT ALL LEVELS‐ASSIGN‐FRAME/LINE‐FRAME SECTION‐(C10X10)which column u want
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
PROGRAMME : ETABSEXTENDED THREE DIMENSIONAL ANALYSISOF BUILDING SYSTEMS
PREPARED BY : KONICA SULTANA
#7 CIRCULAR SLAB(CANTILEVER PART)EDIT‐EDIT GRID‐ADD NEW SYSTEM‐CYLINDRICAL
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
EDIT EDIT GRID ADD NEW SYSTEM CYLINDRICALALONG RADIUS=2ALONG THETA=19(180/10+1=19)
GRID SPACINGALONG RADIUS=10FTALONG THETA=10DEG
EDIT GRID‐LOCATE SYSTEM ORIGIN GLOBAL X=10FTGLOBAL Y=74FT(TO ROTATE 90 DEG)
(TO ROTATE 90 DEG)EDIT‐EDIT GRID‐ADD NEW SYSTEM‐CYLINDRICALALONG RADIUS=2ALONG THETA=19(180/10+1=19)
GRID SPACINGALONG RADIUS=8FT(AS 16 FT DISTANCE SO RADIUS WILL BE HALF)
ALONG THETA=10DEG
EDIT GRID‐LOCATE SYSTEM ORIGIN GLOBAL X=8FTGLOBAL Y=28FT
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
PROGRAMME : ETABSEXTENDED THREE DIMENSIONAL ANALYSISOF BUILDING SYSTEMS
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
PROGRAMME : ETABSEXTENDED THREE DIMENSIONAL ANALYSISOF BUILDING SYSTEMS
PREPARED BY : KONICA SULTANA
RUN ANALYSIS# 5 TO CHECK MODEL ERRORS
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
# 5 TO CHECK MODEL ERRORSFILE‐LAST ANALYSIS RUN LOG
# 6 TO IMPORT TEXT FILEFILE‐EXPORT‐SAVE MODEL AS ETABS.e2kTEXT FILE
# 7 REACTIONSGO TO THE ELEVATION MODEDISPLAY‐SHOW MEMBER‐FORCE/STRESS DIAGRAM‐SUPPORT/SPRING REACTION.
# 8 CRACK 35% MAINLY IN THIS CASE ETABS WILL SHOW LESS REINF ON BEAM AS THE SLAB# 8 CRACK 35% : MAINLY IN THIS CASE ETABS WILL SHOW LESS REINF. ON BEAM AS THE SLABWILL TAKE SOME STIFFNESS,SO WE HAVE TO CRACK IT 35% PROCESS:
UNLOCK THE DESIGN & GO TO MODELDEFINE‐WALL/SLAB‐MODIFY‐SET MODIFIERBending m11 Modifier=.0000000000000000001Bending m22 Modifier=.0000000000000000001Bending m22 Modifier .0000000000000000001Bending m12 Modifier=.0000000000000000001
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
PROGRAMME : ETABSEXTENDED THREE DIMENSIONAL ANALYSISOF BUILDING SYSTEMS
PREPARED BY : KONICA SULTANA
***** HERE THE DIFFERENCE BETWEEN WIND & EARTHQUAKE IS ON THE STORY LEVEL SELECTION
FOR WIND SELECT = TOP STORY ~ GRADE BEAM LEVEL(IF WANT ADD THE PARAPET HT)
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
FOR WIND SELECT TOP STORY GRADE BEAM LEVEL(IF WANT ADD THE PARAPET HT)
FOR EQ SELECT= TOP STORY~ BASE LEVEL
***** FOR WIND Y‐DIRECTION SELECT=90 deg.
FOR EQ‐Y DIRECTION SELECT=Y‐DIR
# 2 NOW TO MAKE THE JOINTS RIGIDSELECT‐ALL‐JOINT/POINT‐DIAPHRAGRAMS‐D1‐MODIFY‐DIAPH‐D1‐RIGIDSELECT ALL SHELL/AREA DIAPHRAGRAMS D1 MODIFY DIAPH D1 RIGIDSELECT‐ALL‐SHELL/AREA‐DIAPHRAGRAMS‐D1‐MODIFY‐DIAPH‐D1‐RIGID
(THIS IS FOR RIGID SLAB FROM WIND EFFECT)
# 3 DEFINE‐MASS SOURCE‐FROM LOADSDL=1FF=1PW=1LL=0.25(IF U WANT TO TAKE
25% FROM THE LIVE LOAD)25% FROM THE LIVE LOAD)
(CLICK) Include Lateral Mass(CLICK) Lump Lateral Mass at Story Level
# 4 DEFINE‐SPECIAL SEISMIC LOAD EFFECTS‐DO NOT INCLUDE SPECIAL SEISMIC DESIGN DATA# 5 IF WANT TO CHANGE THE CODES OR ANYTHING THAT DEFINED
OPTIONS‐PREFERANCES‐CONCRETE FRAME DESIGN# 6 IF NOT WANT TO DO THE COMBINATION MANUALLY
DEFINE‐ADD DEFAULT DESIGN COMBOSCONCRETE FRAME DESIGN(CLICK)CONVERT TO USER COMBINATION(CLICK)
TO SEE THE DIFFLECTIONDISPLAY‐SHOW DEFORMED SHAPE‐RIGHT CLICK ON THE POINT
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
PROGRAMME : ETABSEXTENDED THREE DIMENSIONAL ANALYSISOF BUILDING SYSTEMS
PREPARED BY : KONICA SULTANA
TIPS # 1 OFFSET BEAMFLOOR BEAM = B12"X18" TO OFFSET BEAM WITHOUT
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
FLOOR BEAM B12 X18 TO OFFSET BEAM WITHOUT COLUMN CONNECTION.
CLICK ON THE BEAM TO OFFSETMOMENT RELEASE=Pinned(As it is not C l C t d)Column Connected)
TIPS # 2 BEAM FLASHGO TO PLAN VIEWDRAW‐DRAW LINE OBJ‐CREAT LINE IN REGION‐PLAN OFF NORMAL=3"
TIPS # 3 ADDING GRIDSELECT THE POINT WHERE TO ADD THE GRID‐EDIT‐EDIT GRID DATA‐ADD GRID AT SELECTED POINTSELECTED POINTEDIT‐EDIT GRID DATA‐1A/4A(PRIMARY)
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
PROGRAMME : ETABSEXTENDED THREE DIMENSIONAL ANALYSISOF BUILDING SYSTEMS
TIPS # 5 CANTILEVER SLABSELECT EDGE OF SLAB‐EDIT‐EXPAND/SHRINKAGE AREAS
TIPS # 6 OFFSET POINTDRAW‐DRAW POINT OBJECT‐X=0FT;Y=5FT‐CLICK ON THE COLUMN WHICH WILL OFFSET
TIPS # 7 EXTEND SLABDRAW‐RESHAPE OBJECT‐CLICK ON SLAB‐(+)EXTEND EACH CORNER WHEN THIS SIGN WILL APEAR.
TIPS # 8 BREAK BEAMS WITH GRID POINTSSELECT BEAM‐EDIT‐DIVIDE TIMES‐BREAK AT INTERSECTIONS WITH VISIBLE GRID LINES.
TIPS # 9 PUNCH SLABTIPS # 9 PUNCH SLABDRAW‐DRAW POINT OBJECT‐X=5,Y=5FTX=‐5,Y=5FT,X=‐5Y=‐5,X=5,Y=‐5DRAW‐DRAW AREA OBJ‐DRAW AREAS(PLAN,ELEV,3D)‐CLICK THE POINTS‐RIGHT CLICK
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
PROGRAMME : ETABSEXTENDED THREE DIMENSIONAL ANALYSISOF BUILDING SYSTEMS
PREPARED BY : KONICA SULTANA
TIPS # 10 ANALYSIS RESULTS
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
TIPS # 10 ANALYSIS RESULTSREACTIONAFTER COMPLETION MODEL‐ANALYSISDISPLAY‐SHOW TABLE‐REACTION(CLICK)‐SELECT LOAD CASES‐DEAD/LL/PW/FF(AS PER NEED)TOTAL BUILDING LOAD , Fz=1808 kip
MOMENTSELECT "ELEVATION"DISPLAY‐SHOW MEMBER FORCES/STRESS DIAGRAM‐FRAME/PIER/SPANDREL FORCES
FOR "SHEAR" SELECT=Shear(2‐2)FOR "MOMENT" SELECT=Moment(3‐3)FOR MOMENT SELECT=Moment(3‐3)
TIPS # 11 STORY INSERT/DELETEEDIT‐EDIT STORY DATA‐INSERT STORYEDIT‐EDIT STORY DATA‐DELETE STORY
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
PROGRAMME : ETABSEXTENDED THREE DIMENSIONAL ANALYSISOF BUILDING SYSTEMS
PREPARED BY : KONICA SULTANA
TIPS # 12 COLUMN (VARIABLE SHAPE)
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
DEFINE‐FRAME SECTION‐CONCRETE‐CONCRETE COL‐REINF TO BE DESIGNED‐SECTION DESIGNERDRAW POLYGON SHAPE‐DRAW POLYGON SHAPEDRAW‐RESHAPE MODE‐(+)SIGN CAME AND THEN MODIFY THE AXISES X=6,‐6,18 Y=6,‐6,18
TO KEEP THE GLOBAL AXIS (0,0) WITH RESPECT TO THE LOCAL AXISOPTION‐PREFERANCE‐BACKGROUND GRID LINE=1"DONE
DRAW‐DRAW LINE OBJ‐CREAT COLUMN‐OFFSET X=4",Y=4"
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
PROGRAMME : ETABSEXTENDED THREE DIMENSIONAL ANALYSISOF BUILDING SYSTEMS
PREPARED BY : KONICA SULTANA
TIPS # 13 OPEN SLAB/RIB BEAMDRAW‐LINE OBJ‐SECONDARY BEAM
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
DRAW LINE OBJ SECONDARY BEAM
TIPS # 14 STAIR BEAMGO TO ELVDRAW‐DRAW POINT OBJ‐OFFSET=6'JOIN THE TWO POINT
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
PROGRAMME : ETABSEXTENDED THREE DIMENSIONAL ANALYSISOF BUILDING SYSTEMS
PREPARED BY : KONICA SULTANA
TO CHECK THE REACTIONS
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009
TO CHECK THE REACTIONSDISPLAY‐SHOW TABLES‐REACTIONS
TIPS # 15 TO EDIT THE ANALYSIS BEFORE RUNANALYSIS‐SET ANALYSIS RESULT
TIPS # 16 TO CHECK THE MODEL FROM ERRORFILE LAST ANALYSIS RUN LOGFILE‐LAST ANALYSIS RUN LOG
TIPS # 17 IMPORT TEXT FILEFILE‐EXPORT‐SAVE MODEL AS ETABS.e2k TEXT FILE
TIPS # 18 TO SEE THE REACTIONS AFTER RUN THE MODELDISPLAY‐SHOW MWMBER FORCES‐SUPPORT/SPRING REACTIONSDISPLAY SHOW MWMBER FORCES SUPPORT/SPRING REACTIONSVIEW‐SET BUILDING VIEW OPT‐POINT OPT.
C:\Documents and Settings\user\Desktop\ETABS 1/22/2009