Стальной каркас одноэтажного производственного здания с мостовыми кранами. Таблица координат узлов. Компоновка поперечной рамы, страница 5

( 0/ 1; ОДИНЦОВ САПР/ 2; 2/

8; 1-81 /

16;

2 1/

28; 0 1 0  0 0 1  1 0 0; /

33;M 1 CM 100 T 1 C 1 /

39;

1:  ;

2:  ;

3:  ;

4:  ;

5:  ;

6:  ;

7:  ;

8:  ;

9:  ;

10:  ;

11:  ;

12:  ;

/

)

( 1/

10 2 6 2 /10 3 10 6 /10 3 10 14 /10 1 3 7 /

10 3 8 11 /10 3 11 16 /10 1 1 5 /10 3 4 9 /

10 3 9 12 /10 1 4 5 /10 1 13 14 /10 1 14 15 /

10 1 7 8 /10 5 12 17 /10 5 17 18 /10 5 18 19 /

10 5 19 20 /10 5 20 13 /10 4 21 22 /10 4 22 23 /

10 4 23 24 /10 4 24 25 /10 4 25 26 /10 4 26 27 /

10 4 27 28 /10 4 28 29 /10 4 29 30 /10 4 30 31 /

10 6 12 21 /10 6 17 23 /10 6 18 25 /10 6 19 27 /

10 6 20 29 /10 6 13 31 /10 4 12 22 /10 7 22 17 /

10 6 17 24 /10 6 24 18 /10 6 18 26 /10 6 26 19 /

10 6 19 28 /10 6 28 20 /10 7 20 30 /10 4 30 13 /

10 5 15 32 /10 5 32 33 /10 5 33 34 /10 5 34 35 /

10 5 35 36 /10 5 36 16 /10 4 37 38 /10 4 38 39 /

10 4 39 40 /10 4 40 41 /10 4 41 42 /10 4 42 43 /

10 4 43 44 /10 4 44 45 /10 4 45 46 /10 4 46 47 /

10 4 47 48 /10 4 48 49 /10 6 15 37 /10 6 32 39 /

10 6 33 41 /10 6 34 43 /10 6 35 45 /10 6 36 47 /

10 6 16 49 /10 4 15 38 /10 7 38 32 /10 6 32 40 /

10 6 40 33 /10 6 33 42 /10 6 42 34 /10 6 34 44 /

10 6 44 35 /10 6 35 46 /10 6 46 36 /10 7 36 48 /

10 4 48 16 /

)

( 3/

1 6.121E+005 1.559E+005 0 0 /

0 Y 0.1728 0.1728 Z 0.39176 0.39176 /

0 S8 13    48.4     130 0 0/

2 6.121E+005 3.472E+005 0 0 /

0 Y 0.1728 0.1728 Z 0.63016 0.63016 /

0 S8 13    48.4     180 0 0/

3 3.061E+005 1.280E+004 0 0 /

0 Y 0.03094 0.03094 Z 0.1728 0.1728 /

0 S8 13      30    48.4 0 0/

4 1.979E+005 7.658E+002 0 0 /

0 Y 0.035686 0.035686 Z 0.072067 0.026453 /

0 S8 13      41      20 0 0/

5 1.320E+005 3.253E+002 0 0 /

0 Y 0.028893 0.028893 Z 0.021055 0.057288 /

0 S8 13      33      16 0 0/

6 5.852E+004 4.458E+001 0 0 /

0 Y 0.017555 0.017555 Z 0.011737 0.030348 /

0 S8 13      19       9 0 0/

7 3.689E+004 1.957E+001 0 0 /

0 Y 0.014822 0.014822 Z 0.0097502 0.025748 /

0 S8 13      16     7.5 0 0/

)

{13/

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Section = DoubleTApart

Rotation = 1  

Branch = DoubleT

BranchFile  = |DV-SH_S.SRT|

BranchShape = |50Ш1|

BranchRotation = 1      BranchBluePoint = 8 BranchYellowPoint = 8

BranchZ1Coupling = 100  

[2]

Section = DoubleTApart

Rotation = 1  

Branch = DoubleT

BranchFile  = |DV-SH.SRT|

BranchShape = |50Ш1|

BranchRotation = 1      BranchBluePoint = 8 BranchYellowPoint = 8

BranchZ1Coupling = 150  

[3]

Section = DoubleT

File  = |DV-SH.SRT|

Shape = |50Ш1|

[4]

Section = AnglesT

File  = |UG.SRT|

Shape = |200 x 200 x 12|

Rotation = 2   BluePoint = 1      YellowPoint = 0

Y1Coupling = 1    

[5]

Section = AnglesT

File  = |UG503.SRT|

Shape = |160 x 160 x 10|

Rotation = 4   BluePoint = 3      YellowPoint = 2

Y1Coupling = -1  

[6]

Section = AnglesT

File  = |UG503.SRT|

Shape = |90 x 90 x 8|

Rotation = 4   BluePoint = 3      YellowPoint = 2

Y1Coupling = -1  

[7]

Section = AnglesT

File  = |UG503.SRT|

Shape = |75 x 75 x 6|

Rotation = 4   BluePoint = 3      YellowPoint = 2

Y1Coupling = -1  

}

( 4/

0.25000 0.00000 0.00000 /30.00000 0.00000 0.00000 /65.75000 0.00000 0.00000 /0.00000 0.00000 14.51000 /

0.25000 0.00000 14.51000 /30.00000 0.00000 14.21000 /65.75000 0.00000 14.51000 /66.00000 0.00000 14.51000 /

0.00000 0.00000 15.31000 /30.00000 0.00000 15.31000 /66.00000 0.00000 15.31000 /0.00000 0.00000 18.65000 /

29.85000 0.00000 18.65000 /30.00000 0.00000 18.65000 /30.15000 0.00000 18.65000 /66.00000 0.00000 18.65000 /

5.97000 0.00000 18.65000 /11.94000 0.00000 18.65000 /17.91000 0.00000 18.65000 /23.88000 0.00000 18.65000 /

0.00000 0.00000 21.80000 /2.98500 0.00000 21.80000 /5.97000 0.00000 21.80000 /8.95500 0.00000 21.80000 /

11.94000 0.00000 21.80000 /14.92500 0.00000 21.80000 /17.91000 0.00000 21.80000 /20.89500 0.00000 21.80000 /