I WARIANT - BEZ ŻEBER
Schemat statyczny
Forma wyboczenia
Forma wyboczenia
Forma wyboczenia
II WARIANT - Z ŻEBRAMI
Schemat statyczny
Forma wyboczenia
Forma wyboczenia
Forma wyboczenia
PLIKI SESYJNE
I WARIANT
MPROP,1,EX,31.2E6
MPROP,1,NUXY,0.15
EGROUP,1,SHELL4,2,0,0,0,0,0,0,0
RCONST,1,1,1,6,0.1,0,0,0,0,0
PT,1,0,0,0
PT,2,16.1,0,0
PT,3,8.05,0,-6.37
PT,4,0,30.1,-2.73
PT,5,16.1,30.1,-2.73
PT,6,8.05,30.1,-9.1
CRARC3PT,1,1,2,3
CRARC3PT,3,4,5,6
CRLINE,5,1,4
CRLINE,6,2,5
CRLINE,7,3,6
CRBRK,5,7,1,2,0
CRARC3PT,11,9,10,11
SF4CR,1,1,7,11,5,0
SF4CR,2,2,6,12,7,0
SF4CR,3,3,8,11,10,0
SF4CR,4,4,10,12,9,0
M_SF,1,4,1,4,20,20,1,1
NMERGE,1,1764,1,0.0001,0,1,0
DCR,6,AL,0,9,3
DCR,5,AL,0,8,3
PSF,1,1,1,1,1,1,3
PSF,3,1,4,1,1,1,3
A_BUCKLING,5,S,100,0,0,0,1E-005,0,1E-006,0,0,0,0,0
II WARIANT
MPROP,1,EX,31.2E6
MPROP,1,NUXY,0.15
EGROUP,1,SHELL4,2,0,0,0,0,0,0,0
RCONST,1,1,1,6,0.1,0,0,0,0,0
PT,1,0,0,0
PT,2,16.1,0,0
PT,3,8.05,0,-6.37
PT,4,0,30.1,-2.73
PT,5,16.1,30.1,-2.73
PT,6,8.05,30.1,-9.1
CRARC3PT,1,1,2,3
CRARC3PT,3,4,5,6
CRLINE,5,1,4
CRLINE,6,2,5
CRLINE,7,3,6
CRBRK,5,7,1,2,0
CRARC3PT,11,9,10,11
SF4CR,1,1,7,11,5,0
SF4CR,2,2,6,12,7,0
SF4CR,3,3,8,11,10,0
SF4CR,4,4,10,12,9,0
MA_SF,1,4,1,0,20,0
MASFDEL,1,4,1
M_SF,1,4,1,4,20,20,1,1
NMERGE,1,1764,1,0.0001,0,1,0
DCR,6,AL,0,9,3
DCR,5,AL,0,8,3
PSF,1,1,1,1,1,1,3
PSF,3,1,4,1,1,1,3
A_BUCKLING,5,S,100,0,0,0,1E-005,0,1E-006,0,0,0,0,0
EGROUP,2,BEAM3D,1,0,0,0,0,0,0,0
BMSECDEF,2,2,1,1,10,0.3,0.2,0,0,0,0,0,0,0,0
BMSECDEF,2,2,1,11,7,0,0.2,0.2,0,0,0,0
M_CR,1,2,1,3,20,1,7
M_CR,3,4,1,3,20,1,8
NMERGE,1,1831,1,0.0001,0,1,0
ZESTAWIENIE OBCIĄŻEŃ KRYTYCZNYCH
Wariant |
I |
II |
Forma |
Pkr |
Pkr |
1 |
75,7638 |
100,062 |
2 |
102,384 |
148,713 |
3 |
154,226 |
205,302 |