# node coordinates: x_1 x_2 C -0.5 0 -0.433333 0 -0.366667 0 -0.3 0 -0.233333 0 -0.166667 0 -0.1 0 -0.033333 0 0.033333 0 0.1 0 0.166667 0 0.233333 0 0.3 0 0.366667 0 0.433333 0 0.5 0 -0.445459 0.0399303 0.27655 0.245316 -0.424578 0.114946 0.463961 0.0601939 0.360736 0.181327 -0.217558 0.279837 -0.465328 0.0605278 -0.263966 0.254178 0.128725 0.310551 -0.356567 0.183439 0.437695 0.027243 0.403347 0.139101 -0.43522 0.0182757 0.0414212 0.325567 0.445017 0.0399534 -0.233211 0.122885 -0.0517532 0.326279 -0.384647 0.0738287 0.214278 0.27968 0.362842 0.0491251 -0.118883 0.314955 -0.306672 0.104866 0.302986 0.0763375 0.399266 0.132829 0.371428 0.0853614 0.326384 0.0646533 0.211177 0.26859 -0.238894 0.0988579 -0.36981 0.0367541 0.34248 0.0902764 0.368667 0.076628 -0.300342 0.0137651 # L/h = 3.06486 # h/L = 0.326279 # cross-sections: material_number area S 1 0.0669516 1 0.0572614 1 0.471023 1 0.00729553 1 0.444276 1 0.000630333 1 0.0157691 1 0.0428938 1 0.0476653 1 0.000537707 1 0.0107316 1 0.0208261 1 0.0116276 1 0.00173762 1 0.383147 1 0.0144803 1 0.00236924 1 0.386203 1 0.0672274 1 0.0638335 1 0.0607199 1 0.00897823 1 0.0676371 1 0.035436 1 0.0675158 1 0.0651803 1 0.000369222 1 0.441717 1 0.412255 1 0.462382 1 0.000484917 1 0.00303893 1 0.454393 1 0.0707786 1 0.0199296 1 0.397912 1 0.0625636 1 0.00301806 1 0.0676936 1 0.0651126 1 0.00643669 1 0.407719 1 0.486588 1 0.00304135 1 0.449755 1 0.0596478 1 0.434888 1 0.000615696 1 0.0196645 1 0.0712748 1 0.0910825 1 0.00707077 1 0.39597 1 0.00294884 1 0.0651711 1 0.00125776 1 0.029435 1 6.62259e-05 1 0.000912756 1 0.00909441 1 0.066716 1 0.0668688 1 0.0122294 1 0.0599721 1 0.0297296 1 0.0164308 1 0.000778895 1 0.017111 1 0.0623763 1 0.0622899 1 0.000700057 1 0.0469732 1 0.000144513 1 0.0662181 1 0.00217584 1 0.0663221 1 0.38218 1 0.0570835 1 0.0657312 1 0.066667 1 0.0656338 1 0.000395262 1 0.0159779 1 0.0643074 1 0.0670214 1 0.00276641 1 0.0631577 1 0.0657479 1 0.0668656 1 0.000561602 1 0.00111833 1 0.0012384 # bars: node node cross-sections_number B 10 25 1 17 23 2 20 28 3 31 47 4 19 26 5 13 18 6 32 38 7 1 29 8 27 36 9 31 36 10 10 11 11 8 9 12 13 14 13 11 25 14 33 37 15 31 41 16 28 46 17 25 30 18 6 22 19 8 33 20 26 38 21 12 13 22 3 45 23 16 31 24 15 27 25 11 43 26 13 42 27 18 21 28 22 24 29 1 23 30 3 29 31 20 40 32 21 28 33 16 27 34 29 45 35 25 35 36 9 30 37 9 33 38 12 18 39 41 47 40 14 15 41 18 35 42 16 20 43 8 37 44 19 23 45 27 31 46 24 26 47 7 22 48 9 10 49 17 34 50 1 17 51 18 43 52 22 37 53 3 48 54 38 48 55 9 25 56 39 42 57 4 5 58 3 4 59 2 3 60 17 29 61 14 36 62 6 7 63 21 39 64 36 42 65 7 8 66 46 47 67 15 16 68 19 34 69 28 40 70 11 18 71 34 38 72 38 45 73 7 37 74 42 46 75 36 47 76 30 33 77 20 31 78 24 32 79 5 32 80 4 48 81 38 44 82 1 2 83 35 43 84 2 29 85 10 12 86 40 41 87 13 39 88 34 45 89 6 24 90 32 44 91 4 44 92 # loads: node axis intensity q 2 2 -0.066667 3 2 -0.066667 4 2 -0.066667 5 2 -0.066667 6 2 -0.066667 7 2 -0.066667 8 2 -0.066667 9 2 -0.066667 10 2 -0.066667 11 2 -0.066667 12 2 -0.066667 13 2 -0.066667 14 2 -0.066667 15 2 -0.0666667 # prescribed displacements: node axis intensity v 1 1 0 1 2 0 16 1 0 16 2 0 # materials: modulus_of_Young M 1 # Cb==0.793119 # qs: W=0.793119 # qs: Wt=0.216269 # qs: Wc=0.57685 # qs: Wh=0.395188 # qs: Wv=0.397931 # qs: slenderness factor=1.00346 # qs: y factor=0.996548 # qs: W with optimum slenderness=0.793115