Контрольные примеры Контрольный пример I

Решение получено для балки с рис. 6.

............BEAM PO VINCLERY.........................

dlina:=6

chislo ctrok :=1 modyl yunga:=2.1e10

chirina bbb:=0.4

visota hhh:=0.5

pogonniy otpor osnovaniya LR:=8e7

chislo tochek pechati po dline t:=15

moment m[1]:=0

koordinata momenta a[1]:=10

sila p[1]:=0

koordinata sili b[1]:=11

raspredelennfya nagryzka g[1]:=10000

koordinata nachala g c[1]:=0

koordinata okonchaniya g dg[1]:=4

privedennie nachalniye parametri

Y0:= 0

F0/h:= 1.30577156212388E-4

-M0/(EJhh):= 0

-Q0/(EJhhh):=-2.68324731471418E-4

koord u= 0.00000000000000E+0000 prog z= 0.00000000000000E+0000

ygol pov y= 9.02864738041198E-0005 mom mm= 0.00000000000000E+0000

p sila o= 7.76131327334914E+0003 otpor osn= 0.00000000000000E+0000

koord u= 4.00000000000000E-0001 prog z= 3.52833338914928E-0005

ygol pov y= 8.43218413781062E-0005 mom mm= 2.38101410710340E+0003

p sila o= 4.33232029904189E+0003 otpor osn= 2.82266671131943E+0003

koord u= 8.00000000000000E-0001 prog z= 6.63880842672183E-0005

ygol pov y= 7.02713014318212E-0005 mom mm= 3.60908550354195E+0003

p sila o= 1.97412675192955E+0003 otpor osn= 5.31104674137747E+0003

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koord u= 1.20000000000000E+0000 prog z= 9.10081126296469E-0005

ygol pov y= 5.24741038150844E-0005 mom mm= 4.07993381812568E+0003

p sila o= 5.11496949834126E+0002 otpor osn= 7.28064901037175E+0003

koord u= 1.60000000000000E+0000 prog z= 1.08234475070524E-0004

ygol pov y= 3.36393102355289E-0005 mom mm= 4.10775655949097E+0003

p sila o=-2.80505641063969E+0002 otpor osn= 8.65875800564197E+0003

koord u= 2.00000000000000E+0000 prog z= 1.17982699885968E-0004

ygol pov y= 1.52517961491240E-0005 mom mm= 3.91298256427556E+0003

p sila o=-6.41405943606305E+0002 otpor osn= 9.43861599087749E+0003

koord u= 2.40000000000000E+0000 prog z= 1.20589908667327E-0004

ygolpov y=-1.99268545942666E-0006 mom mm= 3.62076089439860E+0003

p sila o=-8.05844918382168E+0002 otpor osn= 9.64719269338622E+0003

koord u= 2.80000000000000E+0000 prog z= 1.16585329642191E-0004

ygolpov y=-1.77598312463389E-0005 mom mm= 3.26503161601276E+0003

p sila o=-9.94216849298680E+0002 otpor osn= 9.32682637137534E+0003

koord u= 3.20000000000000E+0000 prog z= 1.06627207641450E-0004

ygolpov y=-3.16744590615130E-0005 mom mm= 2.79523328202539E+0003

p sila o=-1.40796067117307E+0003 otpor osn= 8.53017661131603E+0003

koord u= 3.60000000000000E+0000 prog z= 9.15939694328220E-0005

ygolpov y=-4.29529181895729E-0005 mom mm= 2.08482653566776E+0003

p sila o=-2.22436505406543E+0003 otpor osn= 7.32751755462576E+0003

koord u= 4.00000000000000E+0000 prog z= 7.28138816028970E-0005

ygolpov y=-5.00804539010242E-0005 mom mm= 9.42784050659659E+0002

p sila o=-3.58619253376330E+0003 otpor osn= 5.82511052823176E+0003

koord u= 4.40000000000000E+0000 prog z= 5.22898411778561E-0005

ygolpov y=-5.17721410341990E-0005 mom mm=-6.90881852609360E+0001

p sila o=-1.58279364521201E+0003 otpor osn= 4.18318729422848E+0003

koord u= 4.80000000000000E+0000 prog z= 3.17901365515428E-0005

ygolpov y=-5.04687861802470E-0005 mom mm=-4.11559216691717E+0002

p sila o=-2.38947918849730E+0002 otpor osn= 2.54321092412343E+0003

koord u= 5.20000000000000E+0000 prog z= 1.19809433809935E-0005

ygolpov y=-4.86300896020686E-0005 mom mm=-3.46340230723001E+0002

p sila o= 4.59405400227748E+0002 otpor osn= 9.58475470479482E+0002

25

koord u= 5.60000000000000E+0000 prog z=-7.21835133319720E-0006

ygolpov y=-4.75365434857452E-0005 mom mm=-1.27099621047975E+0002

p sila o= 5.34437995514681E+0002 otpor osn=-5.77468106655776E+0002

koord u= 6.00000000000000E+0000 prog z=-2.61711713958151E-0005

ygolpov y=-4.73274742768808E-0005 mom mm= 0.00000000000000E+0000

p sila o= 2.84217094304040E-0014 otpor osn=-2.09369371166521E+0003