ElementAv,i

[m2]yRi

[m]yRi

2

[m]Av,i x yRi

[m3]Av,i x yRi

2

[m4]Fb x

Av , iΣ Av , i

[kN]

Mt,s x Av ,i x yRi

Σ (Av , i x yRi2)Fb,DTi

[kN]I

[kN]II

[kN]

DT1 2.562513.564

183.9821 34.75775 471.4541 120.6119153 20.7997 -31.878988.73302

DT2 2.2625 8.564 73.3421 19.37605 165.9365 106.4914959 11.595 -17.771288.72029

DT3 2.7883 4.814 23.1746 13.42288 64.61773 131.2398842 8.032504 -12.3111118.9288

DT4 1.08750.564

0.318096 0.61335 0.345929 51.18652013 0.36704 -0.5625550.62397

DT5 1.0750.186

0.034596 0.19995 0.037191 50.59816933 -0.11965 0.18338950.78156

DT6 2.38754.436

19.6781 10.59095 46.98145 112.375004 -6.33783 9.713756122.0888

DT7 2.26259.436

89.038121.34895

201.4487 106.4914959 -12.7756 19.58073126.0722

DT8 2.562514.061

197.711736.03131

506.6363 120.6119153 -21.5618 33.04703153.6589

1457.458799.6064 -0.00068 0.001136

799.6075