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7/17/2019 XTRACT http://slidepdf.com/reader/full/xtract 1/1 XTRACT Analysis Report - Gicu BAR 9/15/2015 Section1 Page __ of __ Section Name: Analysis Type: Loading Name: PM Interaction Diagrama N-M For use only in an academic or research setting. Section Details: X Centroid: -6.798E-6 mm Y Centroid: 12.32E-6 mm Section Area: 496.7E+3 mm^2 Loading Details: Angle of Loading: 0 deg  Number of Points: 40 Min. C4050 Strain: 3.500E-3 Comp Max. C4050 Strain: 100.0E+4 Ten Min. BST500S Strain: 20.00E-3 C omp Max. BST500S Strain: 20.00E-3 Ten Min. S235 Strain: 20.00E-3 Comp Max. S235 Strain: 20.00E-3 Ten Analysis Results: Max. Compression Load: 1.76E+7 N Max. Tension Load: -4.803E+6 N Maximum Moment: 1.635E+6 N-m P at Max. Moment: 5.096E+6 N Minimum Moment: -1.635E+6 N-m P at Min. Moment: 5.096E+6 N Moment (Mxx) at P=0: 1.241E+6 N-m Max. Code Comp. Load: 0N Max. Code Ten. Load: 0N Maximum Code Moment: 0 N-m P at Max. Code Moment: 0N Minimum Code Moment: 0 N-m P at Min. Code Moment: 0N PM Interaction Equation: Units in N-m Comments: User Comments Pu)^2 + 2.478E+6*(P/Pu)^3

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REzultatele analizei sectionale stalp BAR

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Page 1: XTRACT

7/17/2019 XTRACT

http://slidepdf.com/reader/full/xtract 1/1

XTRACT Analysis Report - Gicu

BAR 

9/15/2015Section1

Page __ of __ 

Section Name:

Analysis Type:

Loading Name:

PM Interaction

Diagrama N-M

For use only in an academic or research setting.

Section Details:X Centroid: -6.798E-6 mm

Y Centroid: 12.32E-6 mm

Section Area: 496.7E+3 mm^2

Loading Details:

Angle of Loading: 0 deg

 Number of Points: 40

Min. C4050 Strain: 3.500E-3 Comp

Max. C4050 Strain: 100.0E+4 Ten

Min. BST500S Strain: 20.00E-3 C omp

Max. BST500S Strain: 20.00E-3 Ten

Min. S235 Strain: 20.00E-3 Comp

Max. S235 Strain: 20.00E-3 Ten

Analysis Results:

Max. Compression Load: 1.76E+7 N

Max. Tension Load: -4.803E+6 N

Maximum Moment: 1.635E+6 N-m

P at Max. Moment: 5.096E+6 N

Minimum Moment: -1.635E+6 N-m

P at Min. Moment: 5.096E+6 N

Moment (Mxx) at P=0: 1.241E+6 N-m

Max. Code Comp. Load: 0 N

Max. Code Ten. Load: 0 N

Maximum Code Moment: 0 N-m

P at Max. Code Moment: 0 N

Minimum Code Moment: 0 N-m

P at Min. Code Moment: 0 N

PM Interaction Equation: Units in N-m

Comments:

User Comments

Pu)^2 + 2.478E+6*(P/Pu)^3