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    Section 1

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    Ganesh Rasankar
    The document provides information about the geometry and properties of an ISMC200 steel structural section. It includes dimensions of 150 x 200 mm and details geometric properties like cross-sectional area, moments of inertia, radii of gyration, elastic and plastic moduli, and dimensions to centroids, edges of compression zones, and principal axes. The section can be rotated 180 degrees without changing its material properties of steel with an elastic modulus of 205 kN/mm^2.

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    Section 1

    Uploaded by

    Ganesh Rasankar
    19 views2 pages
    The document provides information about the geometry and properties of an ISMC200 steel structural section. It includes dimensions of 150 x 200 mm and details geometric properties like cross-sectional area, moments of inertia, radii of gyration, elastic and plastic moduli, and dimensions to centroids, edges of compression zones, and principal axes. The section can be rotated 180 degrees without changing its material properties of steel with an elastic modulus of 205 kN/mm^2.

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    The document provides information about the geometry and properties of an ISMC200 steel structural section. It includes dimensions of 150 x 200 mm and details geometric properties like cross-sectional area, moments of inertia, radii of gyration, elastic and plastic moduli, and dimensions to centroids, edges of compression zones, and principal axes. The section can be rotated 180 degrees without changing its material properties of steel with an elastic modulus of 205 kN/mm^2.

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    19 views2 pages

    Section 1

    Uploaded by

    Ganesh Rasankar
    The document provides information about the geometry and properties of an ISMC200 steel structural section. It includes dimensions of 150 x 200 mm and details geometric properties like cross-sectional area, moments of inertia, radii of gyration, elastic and plastic moduli, and dimensions to centroids, edges of compression zones, and principal axes. The section can be rotated 180 degrees without changing its material properties of steel with an elastic modulus of 205 kN/mm^2.

    Copyright:

    © All Rights Reserved
    Download as PDF, TXT or read online from Scribd
    Download as pdf or txt
    of 2

    Z Y

    Section element Rotation Mirror Material E (kN/mm^2)


    angle
    S Shapes ISMC200 Steel 205.0
    S Shapes ISMC200 180.0 Steel 205.0

    The overall dimensions of the section are 150 x 200 mm

    Basic geometry of the section


    Parameter Value
    A Cross sectional area 5642.0 mm2
     Angle between Y-Z and U-V axes -0.0 deg
    Iy Moment of inertia about axis parallel to Y 36386001.74 mm4
    passing through centroid
    Iz Moment of inertia about axis parallel to Z 17540466.61 mm4
    passing through centroid
    It Torsional moment of inertia (St. Venant) 184000.0 mm4
    Iw Warping constant 0.0 mm6
    iy Radius of gyration about axis parallel to Y 80.31 mm
    passing through centroid
    iz Radius of gyration about axis parallel to Z 55.76 mm
    passing through centroid
    Wu+ Elastic modulus about U-axis (+ve extreme) 363860.01 mm3
    Wu- Elastic modulus about U-axis (-ve extreme) 363860.01 mm3
    Wv+ Elastic modulus about V-axis (+ve extreme) 233872.88 mm3
    Wv- Elastic modulus about V-axis (-ve extreme) 233872.88 mm3
    Wpl,u Plastic modulus about axis parallel to U-axis 417759.03 mm3
    Wpl,v Plastic modulus about axis parallel to V-axis 294502.36 mm3
    Iu Moment of inertia about U-axis 36386001.74 mm4
    Iv Moment of inertia about V-axis 17540466.61 mm4
    iu Radius of gyration about U-axis 80.31 mm
    iv Radius of gyration about V-axis 55.76 mm
    au+ Centroid to edge of compression zone along +ve 41.45 mm
    U-axis
    au- Centroid to edge of compression zone along -ve 41.45 mm
    U-axis
    av+ Centroid to edge of compression zone along +ve 64.49 mm
    V-axis
    av- Centroid to edge of compression zone along -ve 64.49 mm
    V-axis
    yM Geometric axes origin to centroid along Y-axis 75.0 mm
    zM Geometric axes origin to centroid along Z-axis -100.0 mm
    yP From geometric origin to geometric equal area 75.99 mm
    axes along Y
    zP From geometric origin to geometric equal area -100.27 mm
    axes along Z
    Iyz Moment of inertia Iyz in the user coordinates 0.0 mm4
    uP From principal origin to principal equal axes -0.99 mm
    along U
    vP From principal origin to principal equal axes -0.27 mm
    along V

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