v= 0.2 w= 0.010771 n 1h= 13 cm m 1a= 6 m x y koef sin sin 1b= 4 m 0 2 0.010771 0 1.571 0.028q= 250 kg/ m2 1 2 0.010771 0.5 1.571 0.028E= 262505.024 kg/ cm2 2 2 0.010771 0.866025 1.571 0.028D= 50062807.094 kg. cm 3 2 0.010771 1 1.571 0.028

500628.07094 kg. m 4 2 0.010771 0.866025 1.571 0.028pi = 3.1415926536 5 2 0.010771 0.5 1.571 0.028

6 2 0.010771 1.225E-16 1.571 0.028

n 3m 3

2 3 f sin sin 1 2 3 40.063 0.008 0.000 0.000 4.712 0.250 0.563 0.660 5.9410.063 0.008 96.367 1.000 4.712 0.250 0.563 0.660 5.9410.063 0.008 166.912 0.000 4.712 0.250 0.563 0.660 5.9410.063 0.008 192.734 -1.000 4.712 0.250 0.563 0.660 5.9410.063 0.008 166.912 0.000 4.712 0.250 0.563 0.660 5.9410.063 0.008 96.367 1.000 4.712 0.250 0.563 0.660 5.9410.063 0.008 0.000 0.000 4.712 0.250 0.563 0.660 5.941

combinef 1 f

0.000 0.000 0.0000.793 97.160 1.0460.000 166.912 1.7980.793 191.941 2.0670.000 166.912 1.7980.793 97.160 1.0460.000 0.000 0.000