I WARIANT - BEZ ŻEBER

Schemat statyczny

1. Forma wyboczenia

2. Forma wyboczenia
   

3. Forma wyboczenia
   

II WARIANT - Z ŻEBRAMI

Schemat statyczny

1. Forma wyboczenia
   

2. Forma wyboczenia
   

3. 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

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