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23 MIDAS ANALYSIS

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midas Gen

POST-PROCESSOR

BEAM FORCE

SHEAR-z

5.67393e+002

5.08350e+002

4.49307e+002

3.90264e+002

3.31221e+002

2.72178e+002

2.13135e+002

1.54092e+002

9.50486e+001

3.60055e+001

0.00000e+000

-8.20806e+001

CBMAX: STL ENV_STR

MAX : 652

MIN : 566

FILE: FINAL ANALYSIS BEHAVIOUR

UNIT: kN

DATE: 11/28/2019

VIEW-DIRECTION

X: 0.867

Y:-0.114

Z: 0.485

midas Gen

POST-PROCESSOR BEAM FORCE SHEAR-z 5.67393e+002 5.08350e+002 4.49307e+002 3.90264e+002 3.31221e+002 2.72178e+002 2.13135e+002 1.54092e+002 9.50486e+001 3.60055e+001 0.00000e+000 -8.20806e+001 CBMAX: STL ENV_STR MAX : 652 MIN : 566

FILE: FINAL ANALYSIS BEHAVIOUR UNIT: kN DATE: 11/28/2019 VIEW-DIRECTION X: 0.867 Y:-0.114 Z: 0.485

midas Gen

POST-PROCESSOR DISPLACEMENT RESULTANT 1.33037e+002 1.20943e+002 1.08849e+002 9.67544e+001 8.46601e+001 7.25658e+001 6.04715e+001 4.83772e+001 3.62829e+001 2.41886e+001 1.20943e+001 0.00000e+000 SCALEFACTOR= 3.4953E-002 CBMAX: STL ENV_SER MAX : 331 MIN : 128

FILE: FINAL ANALYSIS BEHAVIOUR UNIT: m DATE: 11/28/2019 VIEW-DIRECTION X: 0.816 Y: 0.338 Z: 0.469

midas Gen

POST-PROCESSOR DISPLACEMENT RESULTANT 1.33037e+002 1.20943e+002 1.08849e+002 9.67544e+001 8.46601e+001 7.25658e+001 6.04715e+001 4.83772e+001 3.62829e+001 2.41886e+001 1.20943e+001 0.00000e+000 SCALEFACTOR= 3.4953E-002 CBMAX: STL ENV_SER MAX : 331 MIN : 128

FILE: FINAL ANALYSIS BEHAVIOUR UNIT: m DATE: 11/28/2019 VIEW-DIRECTION X: 0.816 Y: 0.338 Z: 0.469 -95.5 -78.9 143.6 midas Gen POST-PROCESSOR BEAM DIAGRAM MOMENT-y 1.43630e+002 1.21892e+002 1.00154e+002 7.84160e+001 5.66780e+001 3.49401e+001 1.32021e+001 0.00000e+000 -3.02738e+001 -5.20118e+001 -7.37497e+001 -9.54877e+001 CBMAX: STL ENV_STR MAX : 514 MIN : 514

FILE: FINAL ANALYSIS BEHAVIOUR UNIT: kN*m DATE: 11/28/2019 VIEW-DIRECTION X: 1.000 Y: 0.000 Z: 0.000 midas Gen POST-PROCESSOR DISPLACEMENT X-ROTATION 5.28960e-004 4.46872e-004 3.64784e-004 2.82697e-004 2.00609e-004 1.18522e-004 0.00000e+000 -4.56538e-005 -1.27741e-004 -2.09829e-004 -2.91917e-004 -3.74004e-004 SCALEFACTOR= 8.7908E+003 ST: WLX MAX : 89 MIN : 211

FILE: FINAL ANALYSIS BEHAVIOUR UNIT: [rad] DATE: 11/28/2019 VIEW-DIRECTION X: 0.000 Y: 0.000 Z: 1.000

midas Gen

POST-PROCESSOR

DISPLACEMENT

X-ROTATION

5.28960e-004

4.46872e-004

3.64784e-004

2.82697e-004

2.00609e-004

1.18522e-004

0.00000e+000

-4.56538e-005

-1.27741e-004

-2.09829e-004

-2.91917e-004

-3.74004e-004

SCALEFACTOR=

8.7908E+003

ST: WLX

MAX : 89

MIN : 211

FILE: FINAL ANALYSIS BEHAVIOUR

UNIT: [rad]

DATE: 11/28/2019

VIEW-DIRECTION

X: 1.000

Y: 0.000

Z: 0.000

midas Gen

POST-PROCESSOR DISPLACEMENT X-ROTATION 5.28960e-004 4.46872e-004 3.64784e-004 2.82697e-004 2.00609e-004 1.18522e-004 0.00000e+000 -4.56538e-005 -1.27741e-004 -2.09829e-004 -2.91917e-004 -3.74004e-004 SCALEFACTOR= 8.7908E+003 ST: WLX MAX : 89 MIN : 211

FILE: FINAL ANALYSIS BEHAVIOUR UNIT: [rad] DATE: 11/28/2019 VIEW-DIRECTION X: 1.000 Y: 0.000 Z: 0.000 midas Gen POST-PROCESSOR DISPLACEMENT X-ROTATION 2.93479e-004 2.43743e-004 1.94006e-004 1.44270e-004 9.45335e-005 4.47972e-005 0.00000e+000 -5.46756e-005 -1.04412e-004 -1.54148e-004 -2.03885e-004 -2.53621e-004 SCALEFACTOR= 1.5844E+004 ST: EQX MAX : 212 MIN : 215

FILE: FINAL ANALYSIS BEHAVIOUR UNIT: [rad] DATE: 11/28/2019 VIEW-DIRECTION X: 0.000 Y: 0.000 Z: 1.000

midas Gen

POST-PROCESSOR

DISPLACEMENT

X-ROTATION

2.93479e-004

2.43743e-004

1.94006e-004

1.44270e-004

9.45335e-005

4.47972e-005

0.00000e+000

-5.46756e-005

-1.04412e-004

-1.54148e-004

-2.03885e-004

-2.53621e-004

SCALEFACTOR=

1.5844E+004

ST: EQX

MAX : 212

MIN : 215

FILE: FINAL ANALYSIS BEHAVIOUR

UNIT: [rad]

DATE: 11/28/2019

VIEW-DIRECTION

X: 1.000

Y: 0.000

Z: 0.000

midas Gen

POST-PROCESSOR DISPLACEMENT X-ROTATION 2.93479e-004 2.43743e-004 1.94006e-004 1.44270e-004 9.45335e-005 4.47972e-005 0.00000e+000 -5.46756e-005 -1.04412e-004 -1.54148e-004 -2.03885e-004 -2.53621e-004 SCALEFACTOR= 1.5844E+004 ST: EQX MAX : 212 MIN : 215

FILE: FINAL ANALYSIS BEHAVIOUR UNIT: [rad] DATE: 11/28/2019 VIEW-DIRECTION X: 1.000 Y: 0.000 Z: 0.000

MIDAS ANALYSIS

WIND LOAD ANALYSIS

BEAM DIAGRAM

DISPLACEMENT CHECKING

SHEAR FORCES CHECKING

SEISMIC LOAD ANALYSIS

Prof. MARIA GRAZIA FOLLI Prof. CORRADO PECCORA

Prof. LAVINIA CHIARA TAGLIABUE Prof. FRANCESCO ROMANO Prof. GIOVANNI DOTELLI

ARCHITECTURAL DESIGN FOR COMPLEX CONSTRUCTION STUDIO 2019

ARCHITECTURAL DESIGN

STRUCTURAL DESIGN

TECHNOLOGY AND DESIGN IN BIM ENVIRONMENT BUILDING SERVICES DESIGN

INNOVATIVE MATERIALS FOR ARCHITECTURE

STUDENTS

ELIZABETH GANEVICH 893072

Riferimenti

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