Laporan Xtract

XTRACT Material Report - Educational For use only in an academic or research setting.

Material Name:

Confined1

Material Type:

Confined Concrete

25014325 ITB 26/09/2015 Tugas 3 Beton Momen vs Curvature Page __ of __

Input Parameters: Tension Strength:

0 MPa

28 Day Strength:

30.00 MPa

Confined Concrete Strength:

33.90 MPa

Tension Strain Capacity:

0 Ten

Strain at Peak Stress:

3.300E-3

Crushing Strain:

20.00E-3 Comp

Elastic Modulus:

27.39E+3 MPa

Secant Modulus:

1490 MPa

Model Details:

Material Color States: Tension strain after tension capacity Tension strain before tension capacity Initial state Compression before crushing strain

Reference: Mander, J.B., Priestley, M. J. N., "Observed Stress-Strain Behavior of Confined Concrete", Journal of Structural Engineering, ASCE, Vol. 114, No. 8, August 1988, pp. 1827-1849


Material Name:

Confined2

Material Type:

Confined Concrete



0 MPa

28 Day Strength:

30.00 MPa

Confined Concrete Strength:

34.50 MPa


0 Ten

Strain at Peak Stress:

3.500E-3

Crushing Strain:

20.00E-3 Comp

Elastic Modulus:

27.39E+3 MPa

Secant Modulus:

1430 MPa

Model Details:

Material Color States: Tension strain after tension capacity Tension strain before tension capacity Initial state Compression before crushing strain



Material Name:

Unconfined1

Material Type:

Unconfined Concrete



0 MPa

28 Day Strength:

30.00 MPa

Post Crushing Strength:

6.000 MPa


0 Ten

Spalling Strain:

3.500E-3 Comp

Failure Strain:

3.500E-3 Comp

Elastic Modulus:

27.39E+3 MPa

Secant Modulus:

2176 MPa

Model Details:

Material Color States: Tension strain after tension capacity Tension strain before tension capacity Initial state Compression before crushing strain Compression before end of spalling Compression after spalling



Material Name:

Steel1

Material Type:

Strain Hardening Steel


Input Parameters: Yield Stress:

400.0 MPa

Fracture Stress:

400.0 MPa

Yield Strain:

2.000E-3

Strain at Strain Hardening:

2.000E-3

Failure Strain:

30.00E-3

Elastic Modulus:

200.0E+3 MPa

Additional Information:

Symetric Tension and Comp.

Model Details:

Material Color States: Tension force after onset of strain hardening Tension force after yield Initial state Compression force after yield Compression force after onset of strain hardening

XTRACT Section Report - Educational For use only in an academic or research setting.

Section Name:

As2D22


Section Details: X Centroid:

150.0 mm

Y Centroid:

250.0 mm

Section Area:

150.0E+3 mm^2

EI gross about X:

9.60E+7 N-m^2

EI gross about Y:

3.34E+7 N-m^2

I trans (Confined1) about X:

350.5E+3 cm^4

I trans (Confined1) about Y:

121.8E+3 cm^4

Reinforcing Bar Area:

1520 mm^2

Percent Longitudinal Steel:

1.014 %

Overall Width:

300.0 mm

Overall Height:

500.0 mm

Number of Fibers:

820

Number of Bars:

4

Number of Materials:

3

Material Types and Names: Confined Concrete:

Confined1

Unconfined Concrete:

Unconfined1

Strain Hardening Steel:

Steel1

Comments: User Comments

XTRACT Section Report - Educational For use only in an academic or research setting.

Section Name:

As4D22



150.0 mm

Y Centroid:

244.2 mm

Section Area:

150.0E+3 mm^2

EI gross about X:

9.60E+7 N-m^2

EI gross about Y:

3.34E+7 N-m^2

I trans (Confined2) about X:

369.1E+3 cm^4

I trans (Confined2) about Y:

122.3E+3 cm^4

Reinforcing Bar Area:

2281 mm^2

Percent Longitudinal Steel:

1.520 %

Overall Width:

300.0 mm

Overall Height:

500.0 mm

Number of Fibers:

820

Number of Bars:

6

Number of Materials:

3

Material Types and Names: Confined Concrete:

Confined2

Unconfined Concrete:

Unconfined1

Strain Hardening Steel:

Steel1

Comments: User Comments

XTRACT Analysis Report - Educational For use only in an academic or research setting.

25014325 ITB 26/09/2015

Section Name:

As2D22

Loading Name:

M vs C 1

Momen vs Curvature

Analysis Type:

Moment Curvature

Page __ of __

Tugas 3 Beton


150.0 mm

Y Centroid:

250.0 mm

Section Area:

150.0E+3 mm^2

Loading Details: Incrementing Loads:

Mxx Only

Number of Points:

30

Analysis Strategy:

Displacement Control

Analysis Results: Failing Material:

Unconfined1

Failure Strain:

3.500E-3 Compression

Curvature at Initial Load:

0 1/m

Curvature at First Yield:

-5.814E-3 1/m

Ultimate Curvature:

-75.17E-3 1/m

Moment at First Yield:

-124.5E+3 N-m

Ultimate Moment:

-127.8E+3 N-m

Centroid Strain at Yield:

.8373E-3 Ten

Centroid Strain at Ultimate:

14.79E-3 Ten

N.A. at First Yield:

-144.0 mm

N.A. at Ultimate:

-196.8 mm

Energy per Length:

9361 N

Effective Yield Curvature:

6.151E-3 1/m

Effective Yield Moment:

131.8E+3 N-m

Over Strength Factor:

-.9698

EI Effective:

2.14E+7 N-m^2

Yield EI Effective:

-57.67E+3 N-m^2

Bilinear Harding Slope:

-.2692 %

Curvature Ductility:

12.22

XTRACT Analysis Report - Educational For use only in an academic or research setting.

25014325 ITB 26/09/2015

Section Name:

As4D22

Loading Name:

M vs C 2

Momen vs Curvature

Analysis Type:

Moment Curvature

Page __ of __

Tugas 3 Beton


150.0 mm

Y Centroid:

244.2 mm

Section Area:

150.0E+3 mm^2

Loading Details: Incrementing Loads:

Mxx Only

Number of Points:

30

Analysis Strategy:

Displacement Control

Analysis Results: Failing Material:

Unconfined1

Failure Strain:

3.500E-3 Compression

Curvature at Initial Load:

0 1/m

Curvature at First Yield:

-6.571E-3 1/m

Ultimate Curvature:

-49.29E-3 1/m

Moment at First Yield:

-242.5E+3 N-m

Ultimate Moment:

-247.0E+3 N-m

Centroid Strain at Yield:

.7242E-3 Ten

Centroid Strain at Ultimate:

8.781E-3 Ten

N.A. at First Yield:

-110.2 mm

N.A. at Ultimate:

-178.2 mm

Energy per Length:

11.51E+3 N

Effective Yield Curvature:

6.900E-3 1/m

Effective Yield Moment:

254.7E+3 N-m

Over Strength Factor:

-.9699

EI Effective:

3.69E+7 N-m^2

Yield EI Effective:

-180.6E+3 N-m^2

Bilinear Harding Slope:

-.4894 %

Curvature Ductility:

7.144

Laporan Xtract

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