memoria de calculo para una armadura
DESCRIPTION
hoja de calculo para calcular las fuerzas en una armadura isostaticaTRANSCRIPT
MEMORIA DE CALCULO:FUERZAS AXIALES
p= 110N°C 3 CARGA /CER 36.667
LADO IZQUIERDOCOMPROBACION
NU
DO
-I1
FUERZMODULO ANGULO RADIANES Fx FyFi-1 73.44169 1.281799221 A= 0.28499 0.844776 B= -1.1231E-15 X= Fi-1 -23.56458 COMPRENSION -6.715695 -22.58736Fi-2 32.35204 0.564649592 0.95853 0.53512 -18.3333333 Fi-2 7.94967 TENSION 6.7156949 4.254028F CONOCIDAS 1.1231E-15 18.33333R 18.33333 90.00000 1.570796327 SUMA -6.533E-16 0
NU
DO
-I2
FUERZMODULO ANGULO RADIANES Fx FyFi-3 121.30435 2.117160267 A= -0.51958 0.87166 B= 6.715694864 X= Fi-3 0.41688 TENSION -0.216604 0.356191Fi-4 29.34783 0.512216194 0.85442 0.49011 4.254028069 Fi-4 7.95298 TENSION 6.9322993 3.897837F CONOCIDAS -6.715695 -4.254028Fi-2 7.94967 -147.64796 -2.57694306 SUMA 0 0
NU
DO
-I3
FUERZMODULO ANGULO RADIANES Fx FyFi-5 40.53070 0.707394158 A= 0.76006 0.997155 B= -6.93229927 X= Fi-5 -36.64274 COMPRENSION -27.8506 -23.81248Fi-6 4.32303 0.075451091 0.64986 0.07538 -22.2311706 Fi-6 20.97799 TENSION 20.918303 1.581311F CONOCIDAS 6.7156949 22.58736Fi-1 -23.56458 -106.55831 -1.85979343 0.2166044 -0.356191Fi-3 0.41688 -58.69565 -1.02443239 0 5.218E-15
NU
DO
-I4
FUERZMODULO ANGULO RADIANES Fx FyFi-7 35.21977 0.614700984 A= 0.81695 0.460065 B= -27.8506022 X= Fi-7 -36.01912 COMPRENSION -29.42567 -20.77274Fi-8 -62.60870 -1.09272788 0.57671 -0.887885 -23.8124813 Fi-8 3.42358 TENSION 1.575068 -3.039743F CONOCIDAS 27.850602 23.81248
1
A x B
x A B
NU
DO
-I4Fi-5 -36.64274 -139.46930 -2.4341985 SUMA 0 0
NU
DO
-I5
FUERZMODULO ANGULO RADIANES Fx FyFi-9 65.35758 1.140704993 A= 0.41695 0.917211 B= 29.4256702 X= Fi-9 -14.20953 COMPRENSION -5.924718 -12.91544Fi-10 23.47826 0.409772955 0.90893 0.398401 2.439404752 Fi-10 38.54116 TENSION 35.350388 15.35484F CONOCIDAS -6.932299 -3.897837Fi-4 7.95298 -150.65217 -2.62937646 -20.9183 -1.581311Fi-6 20.97799 -175.67697 -3.06614156 -1.575068 3.039743Fi-8 3.42358 117.39130 2.048864774 SUMA 0 0
NU
DO
-I6
FUERZMODULO ANGULO RADIANES Fx FyFi-11 29.86880 0.521308831 A= 0.86717 0.94887 B= -35.3503884 X= Fi-11 -57.78551 COMPRENSION -50.10975 -28.77808Fi-12 -18.40106 -0.32115908 0.49802 -0.315667 -33.6881738 Fi-12 15.55467 TENSION 14.759365 -4.910091F CONOCIDAS 29.42567 20.77274Fi-7 -36.01912 -144.78023 -2.52689167 5.9247182 12.91544Fi-9 -14.20953 -114.64242 -2.00088766 SUMA 1.0658E-14 0
NU
DO
-I7
FUERZMODULO ANGULO RADIANES Fx FyFi-13 24.48402 0.427326725 A= 0.91008 0.33488 B= -50.1097534 X= Fi-13 -57.06381 COMPRENSION -51.93246 -23.64949Fi-14 -70.43478 -1.22931886 0.41444 -0.942261 -28.7780833 Fi-14 5.44286 TENSION 1.8227021 -5.128592F CONOCIDAS 50.109753 28.77808Fi-11 -57.78551 -150.13120 -2.62028382 SUMA 0 0
NU
DO
-I8
FUERZMODULO ANGULO RADIANES Fx FyFi-15 65.43365 1.142032548 A= 0.41575 0.962917 B= 51.93245555 X= Fi-15 -11.64528 COMPRENSION -4.841489 -10.59116Fi-16 15.65217 0.27318197 0.90948 0.269797 5.316157689 Fi-16 58.96035 TENSION 56.773944 15.90731F CONOCIDAS -35.35039 -15.35484Fi-10 38.54116 -156.52174 -2.7318197 -14.75937 4.910091Fi-12 15.55467 161.59894 2.820433571 -1.822702 5.128592Fi-14 5.44286 109.56522 1.912273789 SUMA -9.992E-15 0
NU
DO
-I9
FUERZMODULO ANGULO RADIANES Fx FyFi-17 19.07165 0.332863093 A= 0.94511 0.827774 B= -56.7739442 X= Fi-17 -75.17687 COMPRENSION -71.05046 -24.56407Fi-18 -34.12930 -0.59566861 0.32675 -0.561062 -34.2406465 Fi-18 17.24689 TENSION 14.276521 -9.676581F CONOCIDAS 51.932456 23.64949Fi-13 -57.06381 -155.51598 -2.71426593 4.8414886 10.59116Fi-15 -11.64528 -114.56635 -1.99956011 SUMA -1.066E-14 0
NU
DO
-I10
FUERZMODULO ANGULO RADIANES Fx FyFi-19 13.63787 0.23802574 A= 0.97181 0.203456 B= -71.0504648 X= Fi-19 -74.60305 COMPRENSION -72.49964 -17.59024Fi-20 -78.26087 -1.36590985 0.23578 -0.979084 -24.5640652 Fi-20 7.12280 TENSION 1.4491772 -6.973824F CONOCIDAS 71.050465 24.56407Fi-17 -75.17687 -160.92835 -2.80872956 SUMA 0 0
NU
DO
-I11
FUERZMODULO ANGULO RADIANES Fx FyFi-21 61.45666 1.072621135 A= 0.47782 0.990686 B= 72.49964204 X= Fi-21 -13.17445 COMPRENSION -6.29506 -11.57317Fi-22 7.82609 0.136590985 0.87846 0.136167 -0.7430918 Fi-22 79.53550 TENSION 78.794702 10.83008F CONOCIDAS -56.77394 -15.90731Fi-16 58.96035 -164.34783 -2.86841068 -14.27652 9.676581Fi-18 17.24689 145.87070 2.545924045 -1.449177 6.973824Fi-20 7.12280 101.73913 1.775682804 SUMA 0 0
NU
DO
-I12
FUERZMODULO ANGULO RADIANES Fx FyFi-23 8.18882 0.142921902 A= 0.9898 0.697109 B= -78.7947016 X= Fi-23 -94.96668 COMPRENSION -93.9984 -13.52666Fi-24 -45.80449 -0.79943916 0.14244 -0.716965 -29.1634158 Fi-24 21.80965 TENSION 15.203699 -15.63676F CONOCIDAS 72.499642 17.59024Fi-19 -74.60305 -166.36213 -2.90356691 6.2950595 11.57317Fi-21 -13.17445 -118.54334 -2.06897152 SUMA 0 0
NU
DO
-I13
FUERZMODULO ANGULO RADIANES Fx FyFi-25 2.73062 0.047658367 A= 0.99886 0.068242 B= -93.9984006 X= Fi-25 -94.72253 COMPRENSION -94.61498 -4.512612
NU
DO
-I13
Fi-26 -86.08696 -1.50250083A=
0.04764 -0.997669B=
-13.5266574X=
Fi-26 9.03511 TENSION 0.6165776 -9.014045F CONOCIDAS 93.998401 13.52666Fi-23 -94.96668 -171.81118 -2.99867075 SUMA 0 0
NU
DO
-I14
FUERZMODULO ANGULO RADIANES Fx FyFi-27 54.78786 0.956228464 A= 0.57661 0.999417 B= 94.61497814 X= Fi-27 -21.38759 COMPRENSION -12.3322 -17.47415Fi-28 1.95652 0.034147746 0.81702 0.034141 -13.8207209 Fi-28 107.00956 TENSION 106.94718 3.653425F CONOCIDAS -78.7947 -10.83008Fi-22 79.53550 -172.17391 -3.00500167 -15.2037 15.63676Fi-24 21.80965 134.19551 2.342153489 -0.616578 9.014045Fi-26 9.03511 93.91304 1.639091819 SUMA -8.882E-16 0
NU
DO
-I13
FUERZMODULO ANGULO RADIANES Fx FyFc-1 90.00000 1.570796327 A= 6.13E-17 0.999417 B= 106.9471802 X= Fc-1 7.30685 TENSION 4.476E-16 7.306851Fd-28 -1.95652 -0.03414775 1 -0.034141 3.653425332 Fd-28 107.00956 TENSION 106.94718 -3.653425F CONOCIDAS -106.9472 -3.653425Fi-28 107.00956 -178.04348 -3.10744491 SUMA 0 0
LADO DERECHOCOMPROBACION
NU
DO
-D1
FUERZMODULO ANGULO RADIANES Fx FyFd-1 106.55831 1.859793433 A= -0.28499 -0.844776 B= -1.1231E-15 X= Fd-1 -23.56458 COMPRENSION6.7156949 -22.58736Fd-2 147.64796 2.576943062 0.95853 0.53512 -18.3333333 Fd-2 7.94967 TENSION -6.715695 4.254028F CONOCIDAS 1.1231E-15 18.33333R 18.33333 90.00000 1.570796327 SUMA -1.541E-15 0
NU
DO
-D2
FUERZMODULO ANGULO RADIANES Fx FyFd-3 58.69565 1.024432387 A= 0.51958 -0.87166 B= -6.71569486 X= Fd-3 0.41688 TENSION 0.2166044 0.356191Fd-4 150.65217 2.62937646 0.85442 0.49011 4.254028069 Fd-4 7.95298 TENSION -6.932299 3.897837F CONOCIDAS 6.7156949 -4.254028Fd-2 7.94967 -32.35204 -0.56464959 SUMA 0 0
NU
DO
-D3
FUERZMODULO ANGULO RADIANES Fx FyFd-5 139.46930 2.434198496 A= -0.76006 -0.997155 B= 6.932299265 X= Fd-5 -36.64274 COMPRENSION27.850602 -23.81248Fd-6 175.67697 3.066141563 0.64986 0.07538 -22.2311706 Fd-6 20.97799 TENSION -20.9183 1.581311F CONOCIDAS -6.715695 22.58736Fd-1 -23.56458 -73.44169 -1.28179922 -0.216604 -0.356191Fd-3 0.41688 -121.30435 -2.11716027 2.3592E-15 -7.77E-16
NU
DO
-D4
FUERZMODULO ANGULO RADIANES Fx FyFd-7 144.78023 2.52689167 A= -0.81695 -0.460065 B= 27.85060223 X= Fd-7 -36.01912 COMPRENSION 29.42567 -20.77274Fd-8 -117.39130 -2.04886477 0.57671 -0.887885 -23.8124813 Fd-8 3.42358 TENSION -1.575068 -3.039743F CONOCIDAS -27.8506 23.81248Fd-5 -36.64274 -40.53070 -0.70739416 SUMA 0 0
NU
DO
-D5
FUERZMODULO ANGULO RADIANES Fx FyFd-9 114.64242 2.000887661 A= -0.41695 -0.917211 B= -29.4256702 X= Fd-9 -14.20953 COMPRENSION5.9247182 -12.91544Fd-10 156.52174 2.731819699 0.90893 0.398401 2.439404752 Fd-10 38.54116 TENSION -35.35039 15.35484F CONOCIDAS 6.9322993 -3.897837Fd-4 7.95298 -29.34783 -0.51221619 20.918303 -1.581311Fd-6 20.97799 -4.32303 -0.07545109 1.575068 3.039743Fd-8 3.42358 62.60870 1.092727879 SUMA 3.7748E-15 0
NU
DO
-D6
FUERZMODULO ANGULO RADIANES Fx FyFd-11 150.13120 2.620283822 A= -0.86717 -0.94887 B= 35.35038836 X= Fd-11 -57.78551 COMPRENSION50.109753 -28.77808Fd-12 -161.59894 -2.82043357 0.49802 -0.315667 -33.6881738 Fd-12 15.55467 TENSION -14.75937 -4.910091F CONOCIDAS -29.42567 20.77274Fd-7 -36.01912 -35.21977 -0.61470098 -5.924718 12.91544Fd-9 -14.20953 -65.35758 -1.14070499 SUMA -7.994E-15 0
NU
DO
-D7
FUERZMODULO ANGULO RADIANES Fx FyFd-13 155.51598 2.714265929 A= -0.91008 -0.33488 B= 50.10975341 X= Fd-13 -57.06381 COMPRENSION51.932456 -23.64949Fd-14 -109.56522 -1.91227379 0.41444 -0.942261 -28.7780833 Fd-14 5.44286 TENSION -1.822702 -5.128592F CONOCIDAS -50.10975 28.77808Fd-11 -57.78551 -29.86880 -0.52130883 SUMA 0 0
NU
DO
-D8
FUERZMODULO ANGULO RADIANES Fx FyFd-15 114.56635 1.999560105 A= -0.41575 -0.962917 B= -51.9324555 X= Fd-15 -11.64528 COMPRENSION4.8414886 -10.59116Fd-16 164.34783 2.868410684 0.90948 0.269797 5.316157689 Fd-16 58.96035 TENSION -56.77394 15.90731F CONOCIDAS 35.350388 -15.35484Fd-10 38.54116 -23.47826 -0.40977295 14.759365 4.910091Fd-12 15.55467 18.40106 0.321159083 1.8227021 5.128592Fd-14 5.44286 70.43478 1.229318864 SUMA 0 0
NU
DO
-D9
FUERZMODULO ANGULO RADIANES Fx FyFd-17 160.92835 2.808729561 A= -0.94511 -0.827774 B= 56.77394416 X= Fd-17 -75.17687 COMPRENSION71.050465 -24.56407Fd-18 -145.87070 -2.54592405 0.32675 -0.561062 -34.2406465 Fd-18 17.24689 TENSION -14.27652 -9.676581F CONOCIDAS -51.93246 23.64949Fd-13 -57.06381 -24.48402 -0.42732672 -4.841489 10.59116Fd-15 -11.64528 -65.43365 -1.14203255 SUMA -7.994E-15 0
NU
DO
-D10
FUERZMODULO ANGULO RADIANES Fx FyFd-19 166.36213 2.903566914 A= -0.97181 -0.203456 B= 71.05046481 X= Fd-19 -74.60305 COMPRENSION72.499642 -17.59024Fd-20 -101.73913 -1.7756828 0.23578 -0.979084 -24.5640652 Fd-20 7.12280 TENSION -1.449177 -6.973824F CONOCIDAS -71.05046 24.56407Fd-17 -75.17687 -19.07165 -0.33286309 SUMA 0 0
NU
DO
-D11
FUERZMODULO ANGULO RADIANES Fx FyFd-21 118.54334 2.068971519 A= -0.47782 -0.990686 B= -72.499642 X= Fd-21 -13.17445 COMPRENSION6.2950595 -11.57317Fd-22 172.17391 3.005001669 0.87846 0.136167 -0.7430918 Fd-22 79.53550 TENSION -78.7947 10.83008F CONOCIDAS 56.773944 -15.90731Fd-16 58.96035 -15.65217 -0.27318197 14.276521 9.676581
NU
DO
-D11
Fd-18 17.24689 34.12930 0.595668608 1.4491772 6.973824Fd-20 7.12280 78.26087 1.365909849 SUMA -1.443E-14 0
NU
DO
-D12
FUERZMODULO ANGULO RADIANES Fx FyFd-23 171.81118 2.998670751 A= -0.9898 -0.697109 B= 78.79470157 X= Fd-23 -94.96668 COMPRENSION93.998401 -13.52666Fd-24 -134.19551 -2.34215349 0.14244 -0.716965 -29.1634158 Fd-24 21.80965 TENSION -15.2037 -15.63676F CONOCIDAS -72.49964 17.59024Fd-19 -74.60305 -13.63787 -0.23802574 -6.29506 11.57317Fd-21 -13.17445 -61.45666 -1.07262113 SUMA 7.1054E-15 0
NU
DO
-D13
FUERZMODULO ANGULO RADIANES Fx FyFd-25 177.26938 3.093934286 A= -0.99886 -0.068242 B= 93.99840057 X= Fd-25 -94.72253 COMPRENSION94.614978 -4.512612Fd-26 -93.91304 -1.63909182 0.04764 -0.997669 -13.5266574 Fd-26 9.03511 TENSION -0.616578 -9.014045F CONOCIDAS -93.9984 13.52666Fd-23 -94.96668 -8.18882 -0.1429219 SUMA 0 0
NU
DO
-D14
FUERZMODULO ANGULO RADIANES Fx FyFd-27 125.21214 2.18536419 A= -0.57661 -0.999417 B= -94.6149781 X= Fd-27 -21.38759 COMPRENSION12.332202 -17.47415Fd-28 178.04348 3.107444907 0.81702 0.034141 -13.8207209 Fd-28 107.00956 TENSION -106.9472 3.653425F CONOCIDAS 78.794702 -10.83008Fd-22 79.53550 -7.82609 -0.13659098 15.203699 15.63676Fd-24 21.80965 45.80449 0.799439165 0.6165776 9.014045Fd-26 9.03511 86.08696 1.502500834 SUMA 0 0
NU
DO
-D13
FUERZMODULO ANGULO RADIANES Fx FyFc-1 90.00000 1.570796327 A= 6.13E-17 -0.999417 B= -106.94718 X= Fc-1 7.30685 TENSION 4.476E-16 7.306851Fi-28 -178.04348 -3.10744491 1 -0.034141 3.653425332 Fi-28 107.00956 TENSION -106.9472 -3.653425F CONOCIDAS 106.94718 -3.653425
NU
DO
-D13
Fd-28 107.00956 -1.95652 -0.03414775 SUMA 0 0
comprobacion modulo ang rad Fx FyNUDO-NC2 Fi-25 -94.723 -177.269 -3.094 94.61497814 4.513
FI-27 -21.388 -125.212 -2.185 12.3322021 17.47Fc-1 7.307 -90.000 -1.571 4.47599E-16 -7.307Fd-25 -94.723 -2.731 -0.048 -94.6149781 4.513Fd-27 -21.388 -54.788 -0.956 -12.3322021 17.47
1.72307E-13 36.67 ok
PROPIEDADES DEL PALO BALSAdensidad promedio palo balsa(kg/mm2) 0.00000019Ft(kg/mm2) 1.15 Fc(kgf/mm2) 0.95seccion lado area V(mm3) peso (kg) peso x ml(kg) Lmax(mm)S2 2 4 4000 0.00076 0.00000076 23.094010768S3 3 9 9000 0.00171 0.00000171 34.641016151S4 4 16 16000 0.00304 0.00000304 46.188021535S5 5 25 25000 0.00475 0.00000475 57.735026919S6 6 36 36000 0.00684 0.00000684 69.282032303S7 7 49 49000 0.00931 0.00000931 80.829037687S8 8 64 64000 0.01216 0.00001216 92.37604307S9 10 100 100000 0.019 0.000019 115.47005384
ELEMENTOS A TRACCIONELEMENTOS fi(kgf) Si(mm2) S(mm2) Li(mm2) masa(kg)Fi-2 7.949673724 6.91275976 9 23.251 0.00003975921Fi-3 0.416880469 0.36250476 4 20.608 0.00001566208Fi-4 7.952981125 6.91563576 9 43.415 0.00007423965Fi-6 20.97798709 18.2417279 25 48.689 0.00023127275Fi-8 3.423576761 2.97702327 4 29.534 0.00002244584Fi-10 38.54116091 33.514053 36 86.779 0.00059356836Fi-12 15.5546728 13.5258024 16 58.276 0.00017715904Fi-14 5.442857873 4.73291989 9 44.208 0.00007559568Fi-16 58.96035403 51.2698731 64 86.779 0.00105523264Fi-18 17.2468915 14.997297 16 67.197 0.00020427888Fi-20 7.122803641 6.1937423 9 54.251 0.00009276921Fi-22 79.53549951 69.1613039 100 86.779 0.001648801Fi-24 21.80964638 18.9649099 25 73.171 0.00034756225Fi-26 9.035107912 7.85661558 9 59.356 0.00010149876Fi-28 107.0095644 93.0517952 100 43.415 0.000824885Fd-2 7.949673724 6.91275976 9 23.251 0.00003975921Fd-3 0.416880469 0.36250476 4 20.608 0.00001566208Fd-4 7.952981125 6.91563576 9 43.415 0.00007423965Fd-6 20.97798709 18.2417279 25 48.689 0.00023127275Fd-8 3.423576761 2.97702327 4 29.534 0.00002244584Fd-10 38.54116091 33.514053 36 86.779 0.00059356836Fd-12 15.5546728 13.5258024 16 58.276 0.00017715904Fd-14 5.442857873 4.73291989 9 44.208 0.00007559568Fd-16 58.96035403 51.2698731 64 86.779 0.00105523264Fd-18 17.2468915 14.997297 16 67.197 0.00020427888Fd-20 7.122803641 6.1937423 9 54.251 0.00009276921Fd-22 79.53549951 69.1613039 100 86.779 0.001648801Fd-24 21.80964638 18.9649099 25 73.171 0.00034756225Fd-26 9.035107912 7.85661558 9 59.356 0.00010149876Fd-28 107.0095644 93.0517952 100 43.415 0.000824885Fc-1 7.306850663 6.35378319 9 59.998 0.00010259658
ELEMENTOS A COMPRESIONELEMENTOS fi(kgf) Si(mm2) S(mm2) Li(mm2) masa(kg) ESBELTEZFi-1 -23.5645805 24.8048215 25 31.35 0.0001489125 okFi-5 -36.6427388 38.571304 49 46 0.00042826 okFi-7 -36.019116 37.9148589 49 46.375 0.00043175125 okFi-9 -14.2095308 14.9574009 16 58.276 0.00017715904 ojoFi-11 -57.7855126 60.8268554 64 46.696 0.00056782336 okFi-13 -57.0638096 60.067168 64 46.963 0.00057107008 okFi-15 -11.6452817 12.2581913 16 67.197 0.00020427888 ojoFi-17 -75.1768705 79.1335478 100 47.176 0.000896344 okFi-19 -74.6030475 78.5295237 100 47.335 0.000899365 okFi-21 -13.1744502 13.8678423 16 73.171 0.00022243984 ojoFi-23 -94.9666772 99.9649233 100 47.441 0.000901379 okFi-25 -94.7225304 99.7079267 100 47.494 0.000902386 okFi-27 -21.3875897 22.5132524 25 75.25 0.0003574375 ojoFd-1 -23.5645805 24.8048215 25 31.35 0.0001489125 okFd-5 -36.6427388 38.571304 49 46 0.00042826 okFd-7 -36.019116 37.9148589 49 46.375 0.00043175125 okFd-9 -14.2095308 14.9574009 16 58.276 0.00017715904 ojoFd-11 -57.7855126 60.8268554 64 46.696 0.00056782336 okFd-13 -57.0638096 60.067168 64 46.963 0.00057107008 okFd-15 -11.6452817 12.2581913 16 67.197 0.00020427888 ojoFd-17 -75.1768705 79.1335478 100 47.176 0.000896344 okFd-19 -74.6030475 78.5295237 100 47.335 0.000899365 okFd-21 -13.1744502 13.8678423 16 73.171 0.00022243984 ojoFd-23 -94.9666772 99.9649233 100 47.441 0.000901379 okFd-25 -94.7225304 99.7079267 100 47.494 0.000902386 okFd-27 -21.3875897 22.5132524 25 75.25 0.0003574375 ojo
METRADO DE PALOSARMADURA(mm)
seccion LS3 4173.132S4 1944.702S5 1370.76S6 520.674S7 554.25S8 1082.628S10 1917.84
ARRIOSTRES(mm)S4 4273
peso x cercha(Kg) 0.0258661482peso arriostre(Kg) 0.01298992peso puente(Kg) 0.0905883645
carga(Kgf) W puente(Kg) EFICIENCIA1 99 0.084174036 1176.1346462 100 0.084174036 1188.0147943 101 0.084174036 1199.8949424 102 0.0877354461 1162.5859845 103 0.0884171661 1164.9321566 104 0.0884171661 1176.2421777 105 0.0891044436 1178.3924098 106 0.0905883645 1170.1282019 107 0.0905883645 1181.167146
10 108 0.0905883645 1192.20609111 109 0.0905883645 1203.24503712 110 0.0905883645 1214.283982