Steel Data

Designation ISJB225 ISJB means Indian Standards Junior Beam. 225 denotes that distance between flange to flange ( depth of the section ) is 225 MM. Dimensions of I-Beam  Dimensions Weight per Meter ( w ) :  12.8 kg Weight per Foot ( w )    :  3.9 kg Sectional Area (a )         :  16.28 cm 2 Depth of Section ( h )   :  225 mm Width of Flange ( b )    :   80 mm Thickness of Flange ( t f ) :   5.0 mm Thickness of Web ( t w )  :   3.7 mm Moments of Inertia ( I xx )     :  1308.5 cm 4 Moments of Inertia ( I yy )     : 40.5 cm 4 Radii of Gyration ( r xx )         : 8.97 cm Radii of Gyration ( r yy )        : 1.58 cm Moduli of Section ( z xx )      : 116.3 cm 3 Moduli of Section ( z yy )     : 10.1 cm 3 Connection details of I-Beam Radius at Root ( r 1 )            : 6.5 mm Radius at toe ( r 2 )              : 1.5 mm Slope of Flange ( D )          : 91.5 degrees Connection Details h 1 -

Designation ISJB 200 ISJB means Indian Standards Junior Beam. 200 denotes that distance between flange to flange ( depth of the section ) is 200 MM. Dimensions of I-Beam  Dimensions Weight per Meter ( w ) :  9.9 kg Weight per Foot ( w )    :  3.02 kg Sectional Area (a )         :  12.64 cm 2 Depth of Section ( h )   :  200 mm Width of Flange ( b )    :   60 mm Thickness of Flange ( t f ) :   5.0 mm Thickness of Web ( t w )  :   3.4 mm Moments of Inertia ( I xx )     :  780.7 cm 4 Moments of Inertia ( I yy )     : 17.3 cm 4 Radii of Gyration ( r xx )         : 7.86 cm Radii of Gyration ( r yy )        : 1.17 cm Moduli of Section ( z xx )      : 78.1 cm 3 Moduli of Section ( z yy )     : 5.8 cm 3 Connection details of I-Beam Radius at Root ( r 1 )            : 5.0 mm Radius at toe ( r 2 )              : 1.5 mm Slope of Flange ( D )          : 91.5 degrees Connection Details h 1 ---

Designation ISJB 175 ISJB means Indian Standards Junior Beam. 175 denotes that distance between flange to flange ( depth of the section ) is 175 MM. Dimensions of I-Beam  Dimensions Weight per Meter ( w ) :  8.1 kg Weight per Foot ( w )    :  2.47 kg Sectional Area (a )         :  10.28 cm 2 Depth of Section ( h )   :  175 mm Width of Flange ( b )    :   50 mm Thickness of Flange ( t f ) :   4.8 mm Thickness of Web ( t w )  :   3.2 mm Moments of Inertia ( I xx )     :  479.3 cm 4 Moments of Inertia ( I yy )     : 9.7 cm 4 Radii of Gyration ( r xx )         : 6.83 cm Radii of Gyration ( r yy )        : 0.97 cm Moduli of Section ( z xx )      : 54.8 cm 3 Moduli of Section ( z yy )     : 3.9 cm 3 Connection details of I-Beam Radius at Root ( r 1 )            : 5.0 mm Radius at toe ( r 2 )              : 1.5 mm Slope of Flange ( D )          : 91.5 degrees Connection Details h 1 ----