DATA METRIC DATA   IMPERIAL DATA
           
  Dimension bottom flange "B1"  [m] [in]
  Dimension top flange  "B2"  [m] [in]
  Dimension height "H"  [m] [in]
  Thickness  web "t"  [m] [in]
  Thickness  bottom flange "t1"  [m] [in]
  Thickness  top flange "t2"  [m] [in]
  Shear force in section A-A of beam  [N] [lbf]
  Bending Moment in section A-A of beam [N*m] [lbf*in]
  Yield strength of the beam material 'Sy' [MPa] [kpsi]
           
       
  RESULTS METRIC RESULTS   IMPERIAL RESULTS
           
  Area of section  [m2] [in2]
  Centroid position Xg  [m] [in]
  Centroid position Yg  [m] [in]
  Area moment of inertia about X axis Ix  [m4] [in4]
  Area moment of inertia about Y axis Iy  [m4] [in4]
  Polar moment of inertia about Z axis Jz  [m4] [in4]
  Min.Section Modulus  about X axis Zx  [m3] [in3]
  Max.Section Modulus  about X axis Zx  [m3] [in3]
  Min.Section Modulus  about Y axis Zy  [m3] [in3]
  Max.Section Modulus  about Y axis Zy  [m3] [in3]
  Radius of gyration Rx  [m] [in]
  Radius of gyration Ry  [m] [in]
  Max Tensile/Compressive Stress at the lower surface 'σtmax'/ 'σcmax' [MPa] [kpsi]
  Max Tensile/Compressive Stress at the top surface   'σtmax' /'σcmax' [MPa] [kpsi]
  Max Shear Stress at the bending neutral axis 'τxymax' [MPa] [kpsi]
  Compressive/Tensile Stress at y2 distance  ''σcy2/'σty2' [MPa] [kpsi]
  Shear Stress at y2 distance  'τxy(y2') [MPa] [kpsi]
  Compressive/Tensile Stress at y1 distance  ''σcy1/'σty1' [MPa] [kpsi]
  Shear Stress at y1 distance  'τxy(y1') [MPa] [kpsi]
  Max principal stress at y2 distance  'σ1y2' [MPa] [kpsi]
  Max principal stress at y2 distance  'σ2y2' [MPa] [kpsi]
  Max principal stress at y1 distance  'σ1y1' [MPa] [kpsi]
  Max principal stress at y1 distance  'σ2y1' [MPa] [kpsi]
  Factor of safety at lower surface 'n1'    
  Factor of safety at top/ surface 'n2'    
  Factor of safety at neutral axis  'n3'    
  Factor of safety at y2 distance  'n4'    
  Factor of safety at y1 distance  'n5'