Arquivo de Dados para AutoMETAL : "C:\Patrcia\UFG\8 Perodo\Projeto de Estruturas Metlicas\Projeto\Croqui - autometal.txt"C Unidades: Comprimento -> mC Fora -> kgfSYSTEML=0JOINTS1 X=0.000 Y=0.4002 X=0.000 Y=0.0003 X=0.833 Y=0.5004 X=0.833 Y=0.0005 X=1.667 Y=0.6006 X=1.667 Y=0.0007 X=2.500 Y=0.7008 X=2.500 Y=0.0009 X=3.333 Y=0.80010 X=3.333 Y=0.00011 X=4.167 Y=0.90012 X=4.167 Y=0.00013 X=5.000 Y=1.00014 X=5.000 Y=0.00015 X=5.833 Y=1.10016 X=5.833 Y=0.00017 X=6.667 Y=1.20018 X=6.667 Y=0.00019 X=7.500 Y=1.30020 X=7.500 Y=0.60021 X=7.500 Y=0.00022 X=8.333 Y=1.40023 X=8.333 Y=0.00024 X=9.167 Y=1.50025 X=9.167 Y=0.70026 X=9.167 Y=0.00027 X=10.000 Y=1.60028 X=10.000 Y=0.00029 X=10.833 Y=0.00030 X=10.833 Y=0.70031 X=10.833 Y=1.50032 X=11.667 Y=0.00033 X=11.667 Y=1.40034 X=12.500 Y=0.00035 X=12.500 Y=0.60036 X=12.500 Y=1.30037 X=13.333 Y=0.00038 X=13.333 Y=1.20039 X=14.167 Y=0.00040 X=14.167 Y=1.10041 X=15.000 Y=0.00042 X=15.000 Y=1.00043 X=15.833 Y=0.00044 X=15.833 Y=0.90045 X=16.667 Y=0.00046 X=16.667 Y=0.80047 X=17.500 Y=0.00048 X=17.500 Y=0.70049 X=18.333 Y=0.00050 X=18.333 Y=0.60051 X=19.167 Y=0.00052 X=19.167 Y=0.50053 X=20.000 Y=0.00054 X=20.000 Y=0.400RESTRAINTSPILARESCARGAS PILARESFRAMENM=4Lam - A=9.160E-4 Peso=7.26 RX=1.540E-2 RY=2.320E-2 Lambda=200 E=2.050E+10 fy=2.500E+7 fu=4.000E+7 C=2 : BANZO INFERIORLam - A=9.160E-4 Peso=7.26 RX=1.540E-2 RY=2.320E-2 Lambda=200 E=2.050E+10 fy=2.500E+7 fu=4.000E+7 C=2 : BANZO SUPERIORLam - A=9.160E-4 Peso=7.26 RX=1.540E-2 RY=2.320E-2 Lambda=200 E=2.050E+10 fy=2.500E+7 fu=4.000E+7 C=2 : DIAGONAISLam - A=9.160E-4 Peso=7.26 RX=1.540E-2 RY=2.320E-2 Lambda=200 E=2.050E+10 fy=2.500E+7 fu=4.000E+7 C=2 : MONTANTES1 2 4 M=12 4 63 6 84 8 105 10 126 12 147 14 168 16 189 18 2110 21 2311 23 2612 26 2813 28 2914 29 3215 32 3416 34 3717 37 3918 39 4119 41 4320 43 4521 45 4722 47 4923 49 5124 51 5325 1 3 M=226 3 527 5 728 7 929 9 1130 11 1331 13 1532 15 1733 17 1934 19 2235 22 2436 24 2737 27 3138 31 3339 33 3640 36 3841 38 4042 40 4243 42 4444 44 4645 46 4846 48 5047 50 5248 52 5449 1 4 M=350 3 651 5 852 7 1053 9 1254 11 1455 13 1656 15 1857 17 2058 20 2259 20 2360 22 2561 25 2762 25 2863 27 3064 28 3065 30 3366 32 3567 33 3568 35 3869 37 4070 39 4271 41 4472 43 4673 45 4874 47 5075 49 5276 51 5477 1 2 M=478 3 479 5 680 7 881 9 1082 11 1283 13 1484 15 1685 17 1886 19 2087 20 2188 22 2389 24 2590 25 2691 27 2892 29 3093 30 3194 32 3395 34 3596 35 3697 37 3898 39 4099 41 42100 43 44101 45 46102 47 48103 49 50104 51 52105 53 54LOADSCOMBOTERASNTeras = 12 : 1 5 5 9 9 13 13 17 17 22 22 27 27 33 33 38 38 42 42 46 46 50 50 54 : 0.000