calculo de analisis ii
DESCRIPTION
calculo para armaduraTRANSCRIPT
NUDO I NUDO F X1 Y1 X2BARRA 1 1 8 0 0 4000BARRA 2 1 2 0 0 4000BARRA 3 2 8 4000 0 4000BARRA 4 2 3 4000 0 8000BARRA 5 8 3 4000 3000 8000BARRA 6 8 9 4000 3000 8000BARRA 7 3 9 8000 0 8000BARRA 8 3 4 8000 0 12000BARRA 9 9 10 8000 3000 12000
BARRA 10 10 3 12000 3000 8000BARRA 11 9 4 8000 3000 12000BARRA 12 4 10 12000 0 12000BARRA 13 10 5 12000 3000 16000BARRA 14 11 4 16000 3000 12000BARRA 15 4 5 12000 0 16000BARRA 16 10 11 12000 3000 16000BARRA 17 11 5 16000 3000 16000BARRA 18 5 6 16000 0 20000BARRA 19 11 12 16000 3000 20000BARRA 20 11 6 16000 3000 20000BARRA 21 12 6 20000 3000 20000BARRA 22 6 7 20000 0 24000BARRA 23 12 7 20000 3000 24000
MATRIZ DE RIGIDEZ DE LA ESTRUCTURA
d1 d2 d3 d4 d5 d6 d7d1 150 0 -75 0 0 0 0d2 0 80 0 0 0 0 0d3 -75 0 201.2 -75 0 0 0d4 0 0 -75 201.2 0 -75 0d5 0 0 0 0 108.8 0 0d6 0 0 0 -75 0 175.6 -75d7 0 0 0 0 0 -75 175.6d8 0 0 0 0 0 0 -19.2d9 0 0 0 0 0 0 -75
d10 0 0 0 0 0 0 0d11 0 0 0 0 0 0 0d12 0 0 0 0 0 0 0d13 0 0 0 -25.6 -19.2 0 -25.6d14 0 0 0 -19.2 -14.4 0 19.2d15 0 0 -25.6 0 0 -25.6 0d16 0 0 -19.2 0 -80 19.2 0
d17 0 0 0 -25.6 19.2 0 0d18 0 0 0 19.2 -14.4 0 0d19 0 0 -25.6 0 0 0 0d20 0 -80 19.2 0 0 0 0
MATRIZ INVERSA
0.013 -0.008 0.012 0.011 0.001 0.010 0.010 0.001-0.008 0.058 -0.016 -0.014 -0.001 -0.014 -0.014 -0.0010.012 -0.016 0.023 0.021 0.002 0.020 0.020 0.0020.011 -0.014 0.021 0.029 -0.001 0.028 0.028 0.0070.001 -0.001 0.002 -0.001 0.025 -0.005 -0.005 -0.0060.010 -0.014 0.020 0.028 -0.005 0.038 0.038 0.0190.010 -0.014 0.020 0.028 -0.005 0.038 0.052 0.0370.001 -0.001 0.002 0.007 -0.006 0.019 0.037 0.1490.010 -0.014 0.020 0.028 -0.005 0.038 0.052 0.0370.001 -0.002 0.003 0.013 -0.015 0.037 0.073 0.2150.010 -0.013 0.020 0.023 0.002 0.024 0.024 -0.0130.001 -0.001 0.002 0.007 -0.006 0.019 0.037 0.1490.010 -0.013 0.020 0.023 0.002 0.024 0.024 -0.0130.000 0.000 0.001 0.001 0.003 0.000 0.000 0.0140.010 -0.013 0.019 0.023 0.000 0.024 0.024 -0.0050.001 -0.001 0.002 -0.002 0.020 -0.007 -0.007 -0.0070.009 -0.012 0.018 0.021 -0.002 0.022 0.022 -0.0020.000 0.000 0.000 -0.002 0.004 -0.002 -0.002 -0.0030.008 -0.011 0.016 0.019 -0.001 0.019 0.019 -0.001
-0.008 0.045 -0.016 -0.014 -0.001 -0.014 -0.014 -0.001
COMPROBACION DE EQUILIBRIO
BARRA 10 0
25.6 19.2 019.2 14.4 0
-25.6 -19.2 0-19.2 -14.4 0
BARRA 2
75 0 00 0 0
-75 0 00 0 0
BARRA 3
0 0 2.6720 80 -16.113
0 0 2.6720 -80 -16.113
BARRA 4
75 0 2.6720 0 -16.113
-75 0 2.6720 0 -16.113
BARRA 5
25.6 -19.2 4.318-19.2 14.4 -13.613
-25.6 19.2 4.318
19.2 -14.4 -13.613
BARRA 6
150 0 4.3180 0 -13.613
-150 0 4.3180 0 -13.613
EQUILIBRIO POR NODOS
NODO 1 P11
0 150.8420 113.132
NODO 3 P180.000 -231.7360.000 0
NODO 5 P1180.000 -554.7000.000 0
NODO 7 P223110.940 332.820166.410 0.000
Y2 X2-X1 Y2-Y1 L C=(x2-x1)/L S=(y2-y1)/L S2 C23000 4000 3000 5000 0.80 0.60 0.36 0.64
0 4000 0 4000 1.00 0.00 0 13000 0 3000 3000 0.00 1.00 1 0
0 4000 0 4000 1.00 0.00 0 10 4000 -3000 5000 0.80 -0.60 0.36 0.64
3000 4000 0 4000 1.00 0.00 0 13000 0 3000 3000 0.00 1.00 1 0
0 4000 0 4000 1.00 0.00 0 13000 4000 0 4000 1.00 0.00 0 1
0 -4000 -3000 5000 -0.80 -0.60 0.36 0.640 4000 -3000 5000 0.80 -0.60 0.36 0.64
3000 0 3000 3000 0.00 1.00 1 00 4000 -3000 5000 0.80 -0.60 0.36 0.640 -4000 -3000 5000 -0.80 -0.60 0.36 0.640 4000 0 4000 1.00 0.00 0 1
3000 4000 0 4000 1.00 0.00 0 10 0 -3000 3000 0.00 -1.00 1 00 4000 0 4000 1.00 0.00 0 1
3000 4000 0 4000 1.00 0.00 0 10 4000 -3000 5000 0.80 -0.60 0.36 0.640 0 -3000 3000 0.00 -1.00 1 00 4000 0 4000 1.00 0.00 0 10 4000 -3000 5000 0.80 -0.60 0.36 0.64
MATRIZ DE RIGIDEZ DE LA ESTRUCTURA
d8 d9 d10 d11 d12 d13 d14 d150 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 -25.60 0 0 0 0 -25.6 -19.2 00 0 0 0 0 -19.2 -14.4 00 0 0 0 0 0 0 -25.6
-19.2 -75 0 0 0 -25.6 19.2 094.4 0 0 0 -80 19.2 -14.4 0
0 100.6 -19.2 -25.6 19.2 0 0 00 -19.2 14.4 19.2 -14.4 0 0 00 -25.6 19.2 175.6 -19.2 -150 0 0
-80 19.2 -14.4 -19.2 94.4 0 0 019.2 0 0 -150 0 351.2 0 -150-14.4 0 0 0 0 0 108.8 0
0 0 0 0 0 -150 0 351.20 0 0 0 0 0 0 0
0 0 0 0 0 0 0 -1500 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 0
MATRIZ INVERSA
0.010 0.001 0.010 0.001 0.010 0.000 0.010 0.001-0.014 -0.002 -0.013 -0.001 -0.013 0.000 -0.013 -0.0010.020 0.003 0.020 0.002 0.020 0.001 0.019 0.0020.028 0.013 0.023 0.007 0.023 0.001 0.023 -0.002
-0.005 -0.015 0.002 -0.006 0.002 0.003 0.000 0.0200.038 0.037 0.024 0.019 0.024 0.000 0.024 -0.0070.052 0.073 0.024 0.037 0.024 0.000 0.024 -0.0070.037 0.215 -0.013 0.149 -0.013 0.014 -0.005 -0.0070.065 0.091 0.024 0.037 0.024 0.000 0.024 -0.0070.091 0.463 -0.033 0.228 -0.024 0.016 -0.009 -0.0170.024 -0.033 0.039 -0.013 0.033 -0.002 0.027 0.0010.037 0.228 -0.013 0.162 -0.013 0.014 -0.005 -0.0070.024 -0.024 0.033 -0.013 0.033 -0.002 0.027 0.0010.000 0.016 -0.002 0.014 -0.002 0.012 -0.001 0.0020.024 -0.009 0.027 -0.005 0.027 -0.001 0.028 -0.001
-0.007 -0.017 0.001 -0.007 0.001 0.002 -0.001 0.0250.022 -0.004 0.024 -0.002 0.024 -0.001 0.024 -0.002
-0.002 -0.006 0.000 -0.003 0.000 0.000 0.000 0.0030.019 -0.002 0.020 -0.001 0.020 -0.001 0.020 -0.002
-0.014 -0.002 -0.013 -0.001 -0.013 0.000 -0.013 -0.001
DESPLAZAMIENTOS
d1 2.672d2 -16.113d3 5.345d4 8.435d5 -11.190d6 14.654d7 22.050d8 42.868d9 26.488
d10 93.916d11 -1.571d12 44.948d13 -0.091d14 1.790d15 3.073d16 -10.845d17 4.581d18 -2.491
d19 4.318d20 -13.613
d19 d20-25.6 -19.2 4.318 150.842-19.2 -14.4 -13.613 113.132
25.6 19.2 4.318 -150.84219.2 14.4 -13.613 -113.132
-75 0 2.672 -200.4320 0 -16.113 0.000
75 0 2.672 200.4320 0 -16.113 0.000
0 0 4.318 00 -80 -13.613 -200
0 0 4.318 00 80 -13.613 200
-75 0 5.345 -200.4320 0 0 0.000
75 0 5.345 200.4320 0 0 0.000
-25.6 19.2 5.345 235.07819.2 -14.4 0 -176.308
25.6 -19.2 5.345 -235.078
-19.2 14.4 0 176.308
-150 0 4.581 -39.5150 0 -2.491 0.000
150 0 4.581 39.5150 0 -2.491 0.000
EQUILIBRIO POR NODOS
P12-200.432 -49.590 RX1
0.000 113.132 RY1
P210 P17 P25 P24266.381 0.000 -235.078 200.432199.786 199.254 176.308 0.000
P217 P213 P2150 88.237 466.463
-143.202 -66.178 0.000
P222-221.880 110.940166.410 166.410
SC0.48
000
-0.480000
0.48-0.48
0-0.480.48
00000
-0.4800
-0.48
d16 d17 d18 d19 d200 0 0 0 00 0 0 0 -80
-19.2 0 0 -25.6 19.20 -25.6 19.2 0 0
-80 19.2 -14.4 0 019.2 0 0 0 0
0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 -150 0 0 0
108.8 0 0 0 0
0 325.6 -19.2 -150 00 -19.2 94.4 0 00 -150 0 201.2 00 0 0 0 108.8
FUERZAS
0.009 0.000 0.008 -0.008 0-0.012 0.000 -0.011 0.045 -2000.018 0.000 0.016 -0.016 00.021 -0.002 0.019 -0.014 0
-0.002 0.004 -0.001 -0.001 -2500.022 -0.002 0.019 -0.014 00.022 -0.002 0.019 -0.014 0
-0.002 -0.003 -0.001 -0.001 00.022 -0.002 0.019 -0.014 110.940
-0.004 -0.006 -0.002 -0.002 166.4100.024 0.000 0.020 -0.013 0
-0.002 -0.003 -0.001 -0.001 00.024 0.000 0.020 -0.013 0
-0.001 0.000 -0.001 0.000 00.024 0.000 0.020 -0.013 -106.070
-0.002 0.003 -0.002 -0.001 -106.0700.026 0.001 0.022 -0.012 00.001 0.012 0.000 0.000 00.022 0.000 0.023 -0.011 44.720
-0.012 0.000 -0.011 0.045 -89.440
BARRA 7
0 0 5.345 00 80 0 0
0 0 5.345 00 -80 0 0
BARRA 8
75 0 5.345 -750 0 0 0
-75 0 5.345 750 0 0 0
BARRA 9
150 0 4.581 -1500 0 -2.491 0
-150 0 4.581 1500 0 -2.491 0
BARRA 10
25.6 19.2 3.073 -25.619.2 14.4 -10.845 -19.2
-25.6 -19.2 3.073 25.6-19.2 -14.4 -10.845 19.2
BARRA 11
25.6 -19.2 4.581 -25.6-19.2 14.4 -2.491 19.2
-25.6 19.2 4.581 25.6
19.2 -14.4 -2.491 -19.2
BARRA 12
0 0 8.435 00 80 -11.190 0
0 0 8.435 00 -80 -11.190 0
BARRA 1
40
0.000 BARRA 2575.348 RY3
75
0.000-209.38 RY5
BARRA 3
80
BARRA 4
75
BARRA 5
40
BARRA 6
150
BARRA 7
80
BARRA 8
75
BARRA 9
150
BARRA 10
40
BARRA 11
40
BARRA 12
80
MATRIZ DE RIGIDEZ DE CADA BARRA DE LA ESTRUCTURA
BARRA 1 40 KN/mm
0 0 d19 d2025.6 19.2 -25.6 -19.2 019.2 14.4 -19.2 -14.4 0-25.6 -19.2 25.6 19.2 d19-19.2 -14.4 19.2 14.4 d20
BARRA 2 75 KN/mm
0 0 d1 d275 0 -75 0 00 0 0 0 0
-75 0 75 0 d10 0 0 0 d2
BARRA 3 80 KN/mm
d1 d2 d19 d200 0 0 0 d10 80 0 -80 d20 0 0 0 d190 -80 0 80 d20
BARRA 4 75 KN/mm
d1 d2 d3 075 0 -75 0 d10 0 0 0 d2
-75 0 75 0 d30 0 0 0 0
BARRA 5 40 KN/mm
d19 d20 d3 025.6 -19.2 -25.6 19.2 d19-19.2 14.4 19.2 -14.4 d20-25.6 19.2 25.6 -19.2 d319.2 -14.4 -19.2 14.4 0
BARRA 6 150 KN/mm
d19 d20 d17 d18150 0 -150 0 d19
0 0 0 0 d20-150 0 150 0 d17
0 0 0 0 d18
BARRA 7 80 KN/mm
d3 0 d17 d180 0 0 0 d30 80 0 -80 00 0 0 0 d170 -80 0 80 d18
BARRA 8 75 KN/mm
d3 0 d4 d575 0 -75 0 d30 0 0 0 0
-75 0 75 0 d40 0 0 0 d5
BARRA 9 150 KN/mm
d17 d18 d15 d16150 0 -150 0 d17
0 0 0 0 d18-150 0 150 0 d15
0 0 0 0 d16
BARRA 10 40 KN/mm
d15 d16 d3 025.6 19.2 -25.6 -19.2 d1519.2 14.4 -19.2 -14.4 d16-25.6 -19.2 25.6 19.2 d3-19.2 -14.4 19.2 14.4 0
BARRA 11 40 KN/mm
d17 d18 d4 d525.6 -19.2 -25.6 19.2 d17-19.2 14.4 19.2 -14.4 d18-25.6 19.2 25.6 -19.2 d419.2 -14.4 -19.2 14.4 d5
BARRA 12 80 KN/mm
d4 d5 d15 d160 0 0 0 d40 80 0 -80 d50 0 0 0 d15
0 -80 0 80 d16
BARRA 13
0 4.581 0.000-80 -2.491 199.254
0 4.581 0.00080 -2.491 -199.254
BARRA 14
0 8.435 -231.7360 -11.190 0.000
0 8.435 231.7360 -11.190 0.000
BARRA 15
0 3.073 226.1560 -10.845 0.000
0 3.073 -226.1560 -10.845 0.000
BARRA 16
-19.2 5.345 -266.381-14.4 0 -199.786
19.2 5.345 266.38114.4 0 199.786
BARRA 17
19.2 8.435 -265.671-14.4 -11.190 199.254
-19.2 8.435 265.671
14.4 -11.190 -199.254
BARRA 18
0 3.073 0.000-80 -10.845 -27.538
0 3.073 0.00080 -10.845 27.538
TENSION O COMPRESION DE CADA ELEMENTO
00
-0.80 -0.60 0.80 0.60 4.318-13.613
00
-1.00 0.00 1.00 0.00 2.672-16.113
2.672-16.113
0 -1 0 1 4.318-13.613
2.672-16.113
-1.00 0.00 1.00 0.00 5.3450
4.318-13.613
0.00 0.00 0.00 0.00 5.3450
4.318-13.613
-1 0 1 0 4.581
-2.491
5.3450
0 -1 0 1 4.581-2.491
5.3450
-1 0 1 0 14.65422.050
4.581-2.491
-1 0 1 0 3.073-10.845
3.073-10.845
0.8 0.6 -0.8 -0.6 5.3450
4.581-2.491
-0.8 0.6 0.8 -0.6 8.435-11.190
8.435-11.190
0 -1 0 1 3.073-10.845
BARRA 13 40 KN/mm
d15 d16 d6 025.6 -19.2 -25.6 19.2 d15-19.2 14.4 19.2 -14.4 d16-25.6 19.2 25.6 -19.2 d619.2 -14.4 -19.2 14.4 0
BARRA 14 40 KN/mm
d13 d14 d4 d525.6 19.2 -25.6 -19.2 d1319.2 14.4 -19.2 -14.4 d14-25.6 -19.2 25.6 19.2 d4-19.2 -14.4 19.2 14.4 d5
BARRA 15 75 KN/mm
d4 d5 d6 075 0 -75 0 d40 0 0 0 d5
-75 0 75 0 d60 0 0 0 0
BARRA 16 150 KN/mm
d15 d16 d13 d14150 0 -150 0 d15
0 0 0 0 d16-150 0 150 0 d13
0 0 0 0 d14
BARRA 17 80 KN/mm
d13 d14 d6 00 0 0 0 d130 80 0 -80 d140 0 0 0 d60 -80 0 80 0
BARRA 18 75 KN/mm
d6 0 d7 d875 0 -75 0 d60 0 0 0 0
-75 0 75 0 d7
0 0 0 0 d8
BARRA 19 150 KN/mm
d13 d14 d11 d12150 0 -150 0 d13
0 0 0 0 d14-150 0 150 0 d11
0 0 0 0 d12
BARRA 20 40 KN/mm
d13 d14 d7 d825.6 -19.2 -25.6 19.2 d13-19.2 14.4 19.2 -14.4 d14-25.6 19.2 25.6 -19.2 d719.2 -14.4 -19.2 14.4 d8
BARRA 21 80 KN/mm
d11 d12 d7 d80 0 0 0 d110 80 0 -80 d120 0 0 0 d70 -80 0 80 d8
BARRA 22 75 KN/mm
d7 d8 d9 d1075 0 -75 0 d70 0 0 0 d8
-75 0 75 0 d90 0 0 0 d10
BARRA 23 40 KN/mm
d11 d12 d9 d1025.6 -19.2 -25.6 19.2 d11-19.2 14.4 19.2 -14.4 d12-25.6 19.2 25.6 -19.2 d919.2 -14.4 -19.2 14.4 d10
25.6 -19.2 3.073 -25.6 19.2-19.2 14.4 -10.845 19.2 -14.4
-25.6 19.2 3.073 25.6 -19.219.2 -14.4 -10.845 -19.2 14.4
25.6 19.2 -0.091 -25.6 -19.219.2 14.4 1.790 -19.2 -14.4
-25.6 -19.2 -0.091 25.6 19.2-19.2 -14.4 1.790 19.2 14.4
75 0 8.435 -75 00 0 -11.190 0 0
-75 0 8.435 75 00 0 -11.190 0 0
150 0 3.073 -150 00 0 -10.845 0 0
-150 0 3.073 150 00 0 -10.845 0 0
0 0 -0.091 0 00 80 1.790 0 -80
0 0 -0.091 0 0
0 -80 1.790 0 80
75 0 14.654 -75 00 0 0 0 0
-75 0 14.654 75 00 0 0 0 0
TENSION O COMPRESION DE CADA ELEMENTO
-188.553 BARRA 13-188.553-188.553 -188.553 C 40 -0.8 0.6-188.553
BARRA 14
200.432252 T 40 0.8 0.6
BARRA 15
200 T 75 -1 0
BARRA 16
200.432 T 150 -1 0
BARRA 17
0 C 80 0 1
BARRA 18
39.5154952 T 75 -1 0
BARRA 19
-199.253603 C 150 -1 0
BARRA 20
698.198945 T 40 -0.8 0.6
BARRA 21
-226.155976 C 80 0 1
BARRA 22
-332.976596 C 75 -1 0
BARRA 23
332.089339 T 40 -0.8 0.6
27.5383301 T
BARRA 19
14.654 -88.237 150 00 66.178 0 0
14.654 88.237 -150 00 -66.178 0 0
BARRA 20
8.435 30.944 25.6 -19.2-11.190 23.208 -19.2 14.4
8.435 -30.944 -25.6 19.2-11.190 -23.208 19.2 -14.4
BARRA 21
14.654 -466.463 0 00 0.000 0 80
14.654 466.463 0 00 0.000 0 -80
BARRA 22
-0.091 474.704 75 01.790 0.000 0 0
-0.091 -474.704 -75 01.790 0.000 0 0
BARRA 23
14.654 0.000 25.6 -19.20 143.202 -19.2 14.4
14.654 0.000 -25.6 19.2
0 -143.202 19.2 -14.4
22.050 -554.70042.868 0.000
22.050 554.70042.868 0.000
3.073-10.845 NUDO I
0.8 -0.6 14.654 110.296046 T BARRA 1 10 BARRA 2 1
BARRA 3 2BARRA 4 2
-0.091 BARRA 5 81.790 BARRA 6 8
-0.8 -0.6 8.435 38.680111 T BARRA 7 3-11.190 BARRA 8 3
BARRA 9 9BARRA 10 10
8.435 BARRA 11 9-11.190 BARRA 12 4
1 0 14.654 466.463164 T BARRA 13 100 BARRA 14 11
BARRA 15 4BARRA 16 10
3.073 BARRA 17 11-10.845 BARRA 18 5
1 0 -0.091 -474.704089 C BARRA 19 111.790 BARRA 20 11
BARRA 21 12BARRA 22 6
-0.091 BARRA 23 121.790
0 -1 14.654 143.201933 T0
14.6540
1 0 22.050 554.7 T
42.868
-0.0911.790
1 0 -1.571 -221.88 C44.948
-0.0911.790
0.8 -0.6 22.050 -277.35 C42.868
-1.57144.948
0 -1 22.050 166.41 T42.868
22.05042.868
1 0 26.488 332.82 T93.916
-1.57144.948
0.8 -0.6 26.488 -277.35 C93.916
-0.091 -150 0 -1.5711.790 0 0 44.948
-0.091 150 0 -1.5711.790 0 0 44.948
-0.091 -25.6 19.2 22.0501.790 19.2 -14.4 42.868
-0.091 25.6 -19.2 22.0501.790 -19.2 14.4 42.868
-1.571 0 0 22.05044.948 0 -80 42.868
-1.571 0 0 22.05044.948 0 80 42.868
22.050 -75 0 26.48842.868 0 0 93.916
22.050 75 0 26.48842.868 0 0 93.916
-1.571 -25.6 19.2 26.48844.948 19.2 -14.4 93.916
-1.571 25.6 -19.2 26.488
44.948 -19.2 14.4 93.916
NUDO F X1 Y1 X2 Y2 X2-X1 Y2-Y1 L8 0 0 4000 3000 4000 3000 50002 0 0 4000 0 4000 0 40008 4000 0 4000 3000 0 3000 30003 4000 0 8000 0 4000 0 40003 4000 3000 8000 0 4000 -3000 50009 4000 3000 8000 3000 4000 0 40009 8000 0 8000 3000 0 3000 30004 8000 0 12000 0 4000 0 4000
10 8000 3000 12000 3000 4000 0 40003 12000 3000 8000 0 -4000 -3000 50004 8000 3000 12000 0 4000 -3000 5000
10 12000 0 12000 3000 0 3000 30005 12000 3000 16000 0 4000 -3000 50004 16000 3000 12000 0 -4000 -3000 50005 12000 0 16000 0 4000 0 4000
11 12000 3000 16000 3000 4000 0 40005 16000 3000 16000 0 0 -3000 30006 16000 0 20000 0 4000 0 4000
12 16000 3000 20000 3000 4000 0 40006 16000 3000 20000 0 4000 -3000 50006 20000 3000 20000 0 0 -3000 30007 20000 0 24000 0 4000 0 40007 20000 3000 24000 0 4000 -3000 5000
221.8800.000
-221.8800.000
221.880-166.410
-221.880166.410
0.000166.410
0.000-166.410
-332.8200.000
332.8200.000
221.880-166.410
-221.880
166.410
C=(x2-x1)/L S=(y2-y1)/L S2 C2 SC0.80 0.60 0.36 0.64 0.481.00 0.00 0 1 00.00 1.00 1 0 01.00 0.00 0 1 00.80 -0.60 0.36 0.64 -0.481.00 0.00 0 1 00.00 1.00 1 0 01.00 0.00 0 1 01.00 0.00 0 1 0-0.80 -0.60 0.36 0.64 0.480.80 -0.60 0.36 0.64 -0.480.00 1.00 1 0 00.80 -0.60 0.36 0.64 -0.48-0.80 -0.60 0.36 0.64 0.481.00 0.00 0 1 01.00 0.00 0 1 00.00 -1.00 1 0 01.00 0.00 0 1 01.00 0.00 0 1 00.80 -0.60 0.36 0.64 -0.480.00 -1.00 1 0 01.00 0.00 0 1 00.80 -0.60 0.36 0.64 -0.48