VESSEL DECK STRENGTH CHECK FOR UNIFORM LOADING
 
   
       
       
       
       
       
       
       
       
       
       
       
       
       
       
       
  Web Spacing m
  Girder Spacing m
  Uniform Loading t/m2
Total Load on one Girder t
The maximum bending moment (BM) on the web tm
width(mm) Depth(mm)
Deck plate
Web
Flange
  Moment inertia, I  mm4
Depth mm
  Bot Section modulus, Sb  mm3
  Top Section modulus, St mm3
Minimum yield stress, Fy  MPa
Allowable bending stress, 0.6Fy MPa
Maximum BM Nmm
Bending stress Ϭb MPa
Mpa
Allowable shear stress,0.4Fy Mpa
Shear force on transverse girder t 
  Shear Area for girder mm2
Shear stress, fv MPa
Mpa
Von Mises Check
0.66 Fy Mpa
Von Mises equation Mpa
Mpa