Sayfa1Deck Cross Section (BR-1C) at Mid-600 WebG1G2G3G4G5G6Area (mm2) :3.25E+062.89E+063.00E+063.05E+062.97E+063.19E+06Iyy (mm4) :1.43E+121.89E+122.13E+122.31E+122.20E+121.68E+12Izz (mm4) :4.25E+122.16E+122.41E+122.41E+122.15E+123.94E+12y (mm) :2.59E+036.64E+031.05E+041.44E+041.82E+042.22E+04z (mm) :1.35E+031.11E+031.14E+031.18E+031.17E+031.42E+03

Coordinates of CG of deck is calculated as below.1.24E+04mm1.23E+03mm Moment of inertia of deck about Y' and Z' axes are calculated according to Parallel Axes Theorem as below.1.19E+13mm48.58E+14mm41.84E+07mm2804.82mm6837.27mm9.57E+08mm36.96E+11mm3Deck Cross Section (BR-1C) at Mid-675 WebG1G2G3G4G5G6Area (mm2) :3.39E+063.01E+063.13E+063.18E+063.10E+063.34E+06Iyy (mm4) :1.49E+121.92E+122.16E+122.34E+122.23E+121.76E+12Izz (mm4) :4.29E+122.18E+122.43E+122.43E+122.17E+123.98E+12y (mm) :2.60E+036.63E+031.05E+041.44E+041.82E+042.22E+04z (mm) :1.33E+031.10E+031.14E+031.18E+031.17E+031.40E+03

Coordinates of CG of deck is calculated as below.1.24E+04mm1.22E+03mm Moment of inertia of deck about Y' and Z' axes are calculated according to Parallel Axes Theorem as below.1.21E+13mm48.94E+14mm41.92E+07mm2795.72mm6833.90mm9.75E+08mm37.31E+11mm3Deck Cross Section (BR-1C) at Mid-900 WebG1G2G3G4G5G6Area (mm2) :3.87E+063.67E+063.82E+063.89E+063.79E+063.87E+06Iyy (mm4) :1.74E+122.18E+122.46E+122.68E+122.55E+122.05E+12Izz (mm4) :4.69E+122.68E+122.99E+122.99E+122.68E+124.37E+12y (mm) :2.68E+036.63E+031.05E+041.44E+041.82E+042.21E+04z (mm) :1.25E+031.03E+031.07E+031.11E+031.10E+031.32E+03

Coordinates of CG of deck is calculated as below.1.25E+04mm1.15E+03mm Moment of inertia of deck about Y' and Z' axes are calculated according to Parallel Axes Theorem as below.1.39E+13mm41.03E+15mm42.29E+07mm2779.02mm6717.43mm1.12E+09mm39.01E+11mm3

Sayfa2

Sayfa3