Cross-Section Properties
W 10x33
Geometry
Depth                                                          h                    247.1   mm
                                                                                                   W 10x33
                                                                                                      ASTM A 6/A 6M-07
Width                                                          b                    202.2   mm
                                                                                                      --
Web thickness                                                  tw                     7.4   mm                                       202.2
Flange thickness                                               tf                    11.2   mm
                                                                                                                              11.2
Inner depth between flanges                                    hi                   224.8   mm                                                 12.7
Root fillet radius                                             r1                    12.7   mm
Depth of straight portion of web                               d                    199.4   mm
Distance                                                       k                     23.9   mm
                                                                                                                      247.1
Distance                                                       k1                    19.0   mm                                                        y
Sectional Area                                                                                                                           7.4
Sectional area                                                 A                    62.65   cm
Bending
                                                                                                                                     z
Area moment of inertia about y-axis                            Iy                 7075.93   cm
Area moment of inertia about z-axis                            Iz                 1523.41   cm
Polar area moment of inertia                                   Ip                 8599.34   cm
Radius of gyration about y-axis                                iy                   106.4   mm
Radius of gyration about z-axis                                iz                    49.3   mm
Polar radius of gyration                                       ip                   117.3   mm
Maximum statical moment of area about y-axis                   max Sy              317.91   cm
Maximum statical moment of area about z-axis                   max Sz               57.18   cm
Elastic section modulus about y-axis                           Wy                  573.55   cm
Elastic section modulus about z-axis                           Wz                  150.76   cm
Shear
Shear area in y-direction                                      Ay                   36.97   cm
Shear area in z-direction                                      Az                   15.82   cm
Torsion
Torsional constant                                             It                   24.14   cm
Secondary torsional constant                                   It,s               5144.70   cm
Section modulus for torsion                                    Wt                   21.60   cm
Warping
Warping ordinate with respect to shear center                  max ω               119.35   cm
Warping constant with respect to shear center                  Iω               212143.33   cm
Warping radius of gyration with respect to shear center        iω                    49.7   mm
Warping section modulus with respect to shear center           Wω                 1777.42   cm
Maximum warping statical moment with respect to shear center   max Sω              665.97   cm
Plasticity
Plastic section modulus about y-axis                           W pl,y              635.82   cm
Plastic section modulus about z-axis                           W pl,z              229.42   cm
Plastic warping section modulus with respect to shear center   W pl,ω             2695.07   cm
Plastic section modulus of webs about y-axis                   W pl,y,webs          93.05   cm
Plastic section modulus of flanges about z-axis                W pl,z,flanges      228.43   cm
Plastic shape factor about y-axis                              αpl,y                1.109   --
Plastic shape factor about z-axis                              αpl,z                1.522   --
Plastic shape factor with respect to shear center              αpl,ω                1.500   --
Plastic shear area in y-direction                              Apl,y                45.19   cm
Plastic shear area in z-direction                              Apl,z                17.38   cm
Plastic limiting axial force                                   Npl               1483.857   kN
Plastic limiting shear force in y-direction                    Vpl,y              613.155   kN
Plastic limiting shear force in z-direction                    Vpl,z              235.824   kN
Plastic limiting bending moment about y-axis                   Mpl,y               150.75   kNm
Plastic limiting bending moment about z-axis                   Mpl,z                54.61   kNm
Other
Ultimate resistance to axial force                             Nu                1483.857   kN
Weight                                                         G                     49.2   kg/m
Surface area per unit length   Am       1.266   m /m
Volume                         V      6264.50   cm /m
Section factor                 Am/V   202.168   1/m
Web area                       Aw       16.56   cm