Modeling and designing structure using etabs 9 7

65
Tutorials and Presentations Tutorials and Presentations Prepared by: Eng. Essam Aldokali Phone: 0925044534 Email: [email protected] www.facebook.com/EMD.Training Modeling and Design of Structures Using ETABS v9.7 Modeling and Design of Structures Using ETABS v9.7

description

presentation Computers and Structures, Inc. (CSI)

Transcript of Modeling and designing structure using etabs 9 7

Page 1: Modeling and designing structure using etabs 9 7

Tutorials and PresentationsTutorials and Presentations

Prepared by: Eng. Essam AldokaliPhone: 0925044534Email: [email protected]/EMD.Training

Modeling and Design of Structures Using ETABS v9.7Modeling and Design of Structures Using ETABS v9.7

Page 2: Modeling and designing structure using etabs 9 7

This presentation will show the steps necessary to model and design a structure using ETABS v9.7

• The example consists of a building of 10 typical floors

Standards • ACI 318-08: Analysis and design standards• UBC 97: Seismic loading• ASCE7-05: Wind loading

Page 3: Modeling and designing structure using etabs 9 7

Modeling and Analysis StageModeling and Analysis Stage

Page 4: Modeling and designing structure using etabs 9 7
Page 5: Modeling and designing structure using etabs 9 7
Page 6: Modeling and designing structure using etabs 9 7
Page 7: Modeling and designing structure using etabs 9 7
Page 8: Modeling and designing structure using etabs 9 7
Page 9: Modeling and designing structure using etabs 9 7
Page 10: Modeling and designing structure using etabs 9 7
Page 11: Modeling and designing structure using etabs 9 7
Page 12: Modeling and designing structure using etabs 9 7
Page 13: Modeling and designing structure using etabs 9 7
Page 14: Modeling and designing structure using etabs 9 7
Page 15: Modeling and designing structure using etabs 9 7
Page 16: Modeling and designing structure using etabs 9 7
Page 17: Modeling and designing structure using etabs 9 7
Page 18: Modeling and designing structure using etabs 9 7
Page 19: Modeling and designing structure using etabs 9 7
Page 20: Modeling and designing structure using etabs 9 7
Page 21: Modeling and designing structure using etabs 9 7
Page 22: Modeling and designing structure using etabs 9 7
Page 23: Modeling and designing structure using etabs 9 7
Page 24: Modeling and designing structure using etabs 9 7
Page 25: Modeling and designing structure using etabs 9 7
Page 26: Modeling and designing structure using etabs 9 7
Page 27: Modeling and designing structure using etabs 9 7
Page 28: Modeling and designing structure using etabs 9 7
Page 29: Modeling and designing structure using etabs 9 7
Page 30: Modeling and designing structure using etabs 9 7
Page 31: Modeling and designing structure using etabs 9 7
Page 32: Modeling and designing structure using etabs 9 7
Page 33: Modeling and designing structure using etabs 9 7
Page 34: Modeling and designing structure using etabs 9 7
Page 35: Modeling and designing structure using etabs 9 7
Page 36: Modeling and designing structure using etabs 9 7
Page 37: Modeling and designing structure using etabs 9 7
Page 38: Modeling and designing structure using etabs 9 7
Page 39: Modeling and designing structure using etabs 9 7
Page 40: Modeling and designing structure using etabs 9 7
Page 41: Modeling and designing structure using etabs 9 7
Page 42: Modeling and designing structure using etabs 9 7
Page 43: Modeling and designing structure using etabs 9 7
Page 44: Modeling and designing structure using etabs 9 7
Page 45: Modeling and designing structure using etabs 9 7
Page 46: Modeling and designing structure using etabs 9 7

Story Load Loc P VX VY T MX MY

STORY1 EXP Bottom 0 -3464.39 0 43310.73 -0.042 -91270.7

STORY1 EYP Bottom 0 0 -2976.86 -43424.5 80516.44 -0.146

STORY1 EXM Bottom 0 -3464.39 0 36084.06 0.045 -91271

STORY1 EYM Bottom 0 0 -2976.86 -37184.7 80516.37 0.146

STORY1 SRSS MAX Bottom 0 2591.34 2323.23 48227.15 60124.46 68441.02

STORY1 SRSS MIN Bottom 0 -2591.34 -2323.23 -48227.1 -60124.5 -68441

new scale factor = -2.91 -2.79

Scale factor X = Vx (static) / Vx (dynamic) * (start scale factor = 2.18)

Scale factor Y = Vy (static) / Vy (dynamic) * (start scale factor = 2.18)

Page 47: Modeling and designing structure using etabs 9 7
Page 48: Modeling and designing structure using etabs 9 7

Create the Ultimate load combinations Create the Ultimate load combinations (ACI318-08)(ACI318-08)

• U1 = 1.4 D• U2 = 1.2 D + 1.6 L• U3 = 1.2 D + 0.5 L + 1.0 Lm ± 1.6 w• U4 = 1.29 D + 0.5 L + 1.0 Lm ± 1.0E• U5 = 0.9 D ± 1.6 W• U6 = 0.81 D ± E

Page 49: Modeling and designing structure using etabs 9 7
Page 50: Modeling and designing structure using etabs 9 7

Story Item Load Point X Y Z DriftX DriftY   0.7R delta

STORY10 Max Drift X U5 36 2.097 0.1 38 0.001243     0.003915 0

STORY10 Max Drift Y U5 35 24.9 0.1 38   0.000941   0 0.002964

STORY10 Max Drift X U8 36 2.097 0.1 38 0.001212     0.003818 0

STORY10 Max Drift Y U8 35 24.9 0.1 38   0.000939   0 0.002958

STORY9 Max Drift X U5 36 2.097 0.1 34.2 0.001278     0.004026 0

STORY9 Max Drift Y U5 35 24.9 0.1 34.2   0.001042   0 0.003282

STORY9 Max Drift X U8 36 2.097 0.1 34.2 0.001246     0.003925 0

STORY9 Max Drift Y U8 35 24.9 0.1 34.2   0.001041   0 0.003279

STORY8 Max Drift X U5 36 2.097 0.1 30.4 0.001292     0.00407 0

STORY8 Max Drift Y U5 35 24.9 0.1 30.4   0.001133   0 0.003569

STORY8 Max Drift X U8 36 2.097 0.1 30.4 0.001262     0.003975 0

STORY8 Max Drift Y U8 35 24.9 0.1 30.4   0.001131   0 0.003563

STORY7 Max Drift X U5 36 2.097 0.1 26.6 0.001283     0.004041 0

STORY7 Max Drift Y U5 35 24.9 0.1 26.6   0.001197   0 0.003771

STORY7 Max Drift X U8 36 2.097 0.1 26.6 0.001256     0.003956 0

STORY7 Max Drift Y U8 35 24.9 0.1 26.6   0.001196   0 0.003767

STORY6 Max Drift X U5 36 2.097 0.1 22.8 0.001248     0.003931 0

STORY6 Max Drift Y U5 35 24.9 0.1 22.8   0.001234   0 0.003887

STORY6 Max Drift X U8 36 2.097 0.1 22.8 0.001223     0.003852 0

STORY6 Max Drift Y U8 35 24.9 0.1 22.8   0.001233   0 0.003884

Page 51: Modeling and designing structure using etabs 9 7

STORY5 Max Drift X U5 36 2.097 0.1 19 0.00118     0.003717 0

STORY5 Max Drift Y U5 35 24.9 0.1 19   0.001242   0 0.003912

STORY5 Max Drift X U8 36 2.097 0.1 19 0.001158     0.003648 0

STORY5 Max Drift Y U8 35 24.9 0.1 19   0.001241   0 0.003909

STORY4 Max Drift X U5 36 2.097 0.1 15.2 0.001071     0.003374 0

STORY4 Max Drift Y U5 35 24.9 0.1 15.2   0.001215   0 0.003827

STORY4 Max Drift X U8 36 2.097 0.1 15.2 0.001053     0.003317 0

STORY4 Max Drift Y U8 35 24.9 0.1 15.2   0.001214   0 0.003824

STORY3 Max Drift X U5 36 2.097 0.1 11.4 0.000915     0.002882 0

STORY3 Max Drift Y U5 35 24.9 0.1 11.4   0.001136   0 0.003578

STORY3 Max Drift X U8 36 2.097 0.1 11.4 0.000901     0.002838 0

STORY3 Max Drift Y U8 35 24.9 0.1 11.4   0.001136   0 0.003578

STORY2 Max Drift X U5 36 2.097 0.1 7.6 0.000698     0.002199 0

STORY2 Max Drift Y U5 35 24.9 0.1 7.6   0.000957   0 0.003015

STORY2 Max Drift X U8 36 2.097 0.1 7.6 0.000689     0.00217 0

STORY2 Max Drift Y U8 35 24.9 0.1 7.6   0.000957   0 0.003015

STORY1 Max Drift X U5 43 24 1 3.8 0.000414     0.001304 0

STORY1 Max Drift Y U5 46 24 22 3.8   0.0006   0 0.00189

STORY1 Max Drift X U8 43 24 1 3.8 0.00041     0.001292 0

STORY1 Max Drift Y U8 46 24 22 3.8   0.0006   0 0.00189

Story drift limit = 0.02Story drift limit = 0.02

Page 52: Modeling and designing structure using etabs 9 7
Page 53: Modeling and designing structure using etabs 9 7

StoryDiaphrag

m Load UX UY

STORY10 D1 WIND 0.0057 0

STORY10 D1 WIND-2 0 0.0071

STORY10 D1 WIND-3 0.0043 0

STORY10 D1 WIND-4 0.0042 0

STORY10 D1 WIND-5 0 0.0054

STORY10 D1 WIND-6 0 0.0054

STORY10 D1 WIND-7 0.0043 -0.0054

STORY10 D1 WIND-8 0.0043 0.0054

STORY10 D1 WIND-9 0.0032 -0.004

STORY10 D1 WIND-10 0.0032 -0.004

STORY10 D1 WIND-11 0.0032 0.004

STORY10 D1 WIND-12 0.0032 0.004

STORY9 D1 WIND 0.005 0

STORY9 D1 WIND-2 0 0.0066

STORY9 D1 WIND-3 0.0037 0

STORY9 D1 WIND-4 0.0037 0

STORY9 D1 WIND-5 0 0.0049

STORY9 D1 WIND-6 0 0.0049

STORY9 D1 WIND-7 0.0037 -0.0049

STORY9 D1 WIND-8 0.0037 0.0049

STORY9 D1 WIND-9 0.0028 -0.0037

STORY9 D1 WIND-10 0.0028 -0.0037

STORY9 D1 WIND-11 0.0028 0.0037

STORY9 D1 WIND-12 0.0028 0.0037

STORY8 D1 WIND 0.0043 0

STORY8 D1 WIND-2 0 0.0059

STORY8 D1 WIND-3 0.0032 0

STORY8 D1 WIND-4 0.0032 0

STORY8 D1 WIND-5 0 0.0045

STORY8 D1 WIND-6 0 0.0044

STORY8 D1 WIND-7 0.0032 -0.0044

STORY8 D1 WIND-8 0.0032 0.0044

STORY8 D1 WIND-9 0.0024 -0.0033

STORY8 D1 WIND-10 0.0024 -0.0033

STORY8 D1 WIND-11 0.0024 0.0033

STORY8 D1 WIND-12 0.0024 0.0033

STORY7 D1 WIND 0.0036 0

STORY7 D1 WIND-2 0 0.0052

STORY7 D1 WIND-3 0.0027 0

STORY7 D1 WIND-4 0.0027 0

STORY7 D1 WIND-5 0 0.0039

STORY7 D1 WIND-6 0 0.0039

STORY7 D1 WIND-7 0.0027 -0.0039

STORY7 D1 WIND-8 0.0027 0.0039

STORY7 D1 WIND-9 0.002 -0.0029

STORY7 D1 WIND-10 0.002 -0.003

STORY7 D1 WIND-11 0.002 0.003

STORY7 D1 WIND-12 0.002 0.0029

STORY6 D1 WIND 0.0029 0

STORY6 D1 WIND-2 0 0.0045

STORY6 D1 WIND-3 0.0022 0

STORY6 D1 WIND-4 0.0022 0

STORY6 D1 WIND-5 0 0.0033

STORY6 D1 WIND-6 0 0.0033

Page 54: Modeling and designing structure using etabs 9 7

STORY6 D1 WIND-7 0.0022 -0.0033

STORY6 D1 WIND-8 0.0022 0.0033

STORY6 D1 WIND-9 0.0016 -0.0025

STORY6 D1 WIND-10 0.0016 -0.0025

STORY6 D1 WIND-11 0.0016 0.0025

STORY6 D1 WIND-12 0.0016 0.0025

STORY5 D1 WIND 0.0022 0

STORY5 D1 WIND-2 0 0.0036

STORY5 D1 WIND-3 0.0017 0

STORY5 D1 WIND-4 0.0017 0

STORY5 D1 WIND-5 0 0.0027

STORY5 D1 WIND-6 0 0.0027

STORY5 D1 WIND-7 0.0017 -0.0027

STORY5 D1 WIND-8 0.0017 0.0027

STORY5 D1 WIND-9 0.0013 -0.002

STORY5 D1 WIND-10 0.0012 -0.0021

STORY5 D1 WIND-11 0.0013 0.0021

STORY5 D1 WIND-12 0.0012 0.002

STORY4 D1 WIND 0.0016 0

STORY4 D1 WIND-2 0 0.0028

STORY4 D1 WIND-3 0.0012 0

STORY4 D1 WIND-4 0.0012 0

STORY4 D1 WIND-5 0 0.0021

STORY4 D1 WIND-6 0 0.0021

STORY4 D1 WIND-7 0.0012 -0.0021

STORY4 D1 WIND-8 0.0012 0.0021

STORY4 D1 WIND-9 0.0009 -0.0016

STORY4 D1 WIND-10 0.0009 -0.0016

STORY4 D1 WIND-11 0.0009 0.0016

STORY4 D1 WIND-12 0.0009 0.0016

STORY3 D1 WIND 0.001 0

STORY3 D1 WIND-2 0 0.0019

STORY3 D1 WIND-3 0.0008 0

STORY3 D1 WIND-4 0.0008 0

STORY3 D1 WIND-5 0 0.0014

STORY3 D1 WIND-6 0 0.0014

STORY3 D1 WIND-7 0.0008 -0.0014

STORY3 D1 WIND-8 0.0008 0.0014

STORY3 D1 WIND-9 0.0006 -0.0011

STORY3 D1 WIND-10 0.0006 -0.0011

STORY3 D1 WIND-11 0.0006 0.0011

STORY3 D1 WIND-12 0.0006 0.0011

STORY2 D1 WIND 0.0005 0

STORY2 D1 WIND-2 0 0.0011

STORY2 D1 WIND-3 0.0004 0

STORY2 D1 WIND-4 0.0004 0

STORY2 D1 WIND-5 0 0.0008

STORY2 D1 WIND-6 0 0.0008

STORY2 D1 WIND-7 0.0004 -0.0008

STORY2 D1 WIND-8 0.0004 0.0008

STORY2 D1 WIND-9 0.0003 -0.0006

STORY2 D1 WIND-10 0.0003 -0.0006

STORY2 D1 WIND-11 0.0003 0.0006

STORY2 D1 WIND-12 0.0003 0.0006

STORY1 D1 WIND 0.0002 0

STORY1 D1 WIND-2 0 0.0004

Page 55: Modeling and designing structure using etabs 9 7

Displacement limit = H / (600 to 400)Displacement limit = H / (600 to 400)

STORY1 D1 WIND-3 0.0001 0

STORY1 D1 WIND-4 0.0001 0

STORY1 D1 WIND-5 0 0.0003

STORY1 D1 WIND-6 0 0.0003

STORY1 D1 WIND-7 0.0001 -0.0003

STORY1 D1 WIND-8 0.0001 0.0003

STORY1 D1 WIND-9 0.0001 -0.0002

STORY1 D1 WIND-10 0.0001 -0.0002

STORY1 D1 WIND-11 0.0001 0.0002

STORY1 D1 WIND-12 0.0001 0.0002

Page 56: Modeling and designing structure using etabs 9 7

Design stageDesign stage

Page 57: Modeling and designing structure using etabs 9 7
Page 58: Modeling and designing structure using etabs 9 7
Page 59: Modeling and designing structure using etabs 9 7
Page 60: Modeling and designing structure using etabs 9 7
Page 61: Modeling and designing structure using etabs 9 7
Page 62: Modeling and designing structure using etabs 9 7
Page 63: Modeling and designing structure using etabs 9 7
Page 64: Modeling and designing structure using etabs 9 7
Page 65: Modeling and designing structure using etabs 9 7

The EndThe End