***ERROR*** Subroutine CONC01 - EndEnd 1 Invalid Column Type 1 Interaction data

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***ERROR*** Subroutine CONC01 - EndEnd 1 Invalid Column Type 1 Interaction data

Post  CDEL on Wed Aug 22, 2012 5:45 pm

Hi everyone...

I'm having a problem in modeling column elements, I want to use Member Type : Giberson 1-Component Yield Surface : Concrete Column(1) as in the manual for RUAUMOKO3D ITYPE=2 Reinforced Concrete BEAM-COLUMN (type 1) member. An example of the input data for the member type property is the following:

2 FRAME COL_002
2 0 0 0 4 1 0 0 0
1.3440E+05 5.1691E+04 6.4255E+03 4.2558E+06 2.1279E+06 2.1279E+06 6.4255E+03 6.4255E+03 .0 .0 .0
.0 35.0 .0 35.0 .0 .0 .0 .0
.00 .00 .02 .02
32.1 32.1 32.1 32.1
.0 .0 2.0 1.0 0
-1.4884E+06 -5.2453E+05 1.6750E+07 1.6750E+07 2.4563E+05
2.43 4.45 .10 .00 .00
.00 .30 1 2


And in the output file I get the next information:

0SECTION NUMBER 2 TYPE=FRAME: COL_002
=============================================================================
Member Type : Giberson 1-Component Yield Surface : Concrete Column(1)
Elastic Modulus . . . . = 1.344E+05 Shear Modulus . . . . . = 5.169E+04
Cross Sectional Area. . = 6.426E+03 Torsional Inertia . . . = 4.256E+06
Moment of Inertia Z axis= 2.128E+06 Moment of Inertia Y axis= 2.128E+06
Shear Area. . . . Z axis= 6.426E+03 Shear Area. . . . Y axis= 6.426E+03
Shear-centre Ecc. Y axis= 0.000E+00 Shear-centre Ecc. Z axis= 0.000E+00
Weight/(Unit Length). . = 0.000E+00
Perfect Hinge Z at End 1= NO Perfect Hinge Z at End 2= NO
Perfect Hinge Y at End 1= NO Perfect Hinge Y at End 2= NO
End-block Length Z End 1= 0.000E+00 End-block Length Z End 2= 3.500E+01
End-block Length Y End 1= 0.000E+00 End-block Length Y End 2= 3.500E+01
Joint Flexibilty Z End 1= 0.000E+00 Joint Flexibilty Z End 2= 0.000E+00
Joint Flexibilty Y End 1= 0.000E+00 Joint Flexibilty Y End 2= 0.000E+00
Bi-linear r Axial . . . = 0.000E+00 Bi-linear r Torsion . . = 0.000E+00
Bi-linear r Flexure Z . = 2.000E-02 Bi-linear r Flexure Y . = 2.000E-02
Hinge Length Z at End 1= 3.210E+01 Hinge Length Z at End 2= 3.210E+01
Hinge Length Y at End 1= 3.210E+01 Hinge Length Y at End 2= 3.210E+01
CONCRETE SECTION, Type 1
End 1
Compression Yield Force =-1.488E+06 Balance Force PB. . . . =-5.245E+05
Moment z-z @ PB . . . . = 1.675E+07 Moment y-y @ PB . . . . = 1.675E+07
Tension Yield Force . . = 2.456E+05
End 2
Compression Yield Force =-1.488E+06 Balance Force PB. . . . =-5.245E+05
Moment z-z @ PB . . . . = 1.675E+07 Moment y-y @ PB . . . . = 1.675E+07
Tension Yield Force . . = 2.456E+05
Positive Yield Torque . = 0.000E+00 Negative Yield Torque . = 0.000E+00
ALPHA Flexural Factor . = 2.000 BETA Axial Interaction. = 1.000

***ERROR*** Subroutine CONC01 - EndEnd 1 Invalid Column Type 1 Interaction data
***ERROR*** Subroutine CONC01 - EndEnd 2 Invalid Column Type 1 Interaction data


I don't know what I'm missing in the interaction data, hope anyone can help me with this, I'll be very thankfull.
[justify]

CDEL

Posts : 1
Join date : 2012-05-03
Age : 36
Location : UNAM, Mexico, City

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