XTRACT Analysis Report - STM

st

UTCB

1/12/2014

Studentstm

Page __ of __

Section Name:

Analysis Type:

Loading Name:

Moment Curvature

m-c

For use only in an academic or research setting.

Section Details:

X Centroid: 50.00 cm

Y Centroid: 50.00 cm

Section Area: 2500 cm^2

Loading Details:

Constant Load - P: 890.0 kN

Incrementing Loads: Mxx Only

Number of Points: 30

Analysis Strategy: Displacement Control

Analysis Results:

Failing Material: armatura

Failure Strain: 50.00E-3 Tension

Curvature at Initial Load: -.2707E-16 1/m

Curvature at First Yield: 6.778E-3 1/m

Ultimate Curvature: .1227 1/m

Moment at First Yield: 300.9 kN-m

Ultimate Moment: 381.2 kN-m

Centroid Strain at Yield: .4040E-3 Ten

Centroid Strain at Ultimate: 22.39E-3 Ten

N.A. at First Yield: 5.961 cm

N.A. at Ultimate: 18.24 cm

Energy per Length: 44.67 kN

Effective Yield Curvature: 8.397E-3 1/m

Effective Yield Moment: 372.7 kN-m

Over Strength Factor: 1.023

EI Effective: 4.44E+7 N-m^2

Yield EI Effective: 73.90E+3 N-m^2

Bilinear Harding Slope: .1665 %

Curvature Ductility: 14.62