nomeDoc
nomeDocNum
nomeRedatto
nomeContr
nomeRev
dataEmesso
nomeVessel
nomeItem
nomePlant
um_visua
Portal frame: vertical left post: horizontal girder: vertical right post: under bending+shear+normal load: left end pinned: right end fixed: point load: on girder
nomeUnit
nomeLoadCondition
nomeLoading
Fig
specMaterial1Young1G1ni1J1W1area1specMaterial2Young2G2ni2J2W2area2specMaterial3Young3G3ni3J3W3area3lun1lun2lun3posCarCaricoplotcurve
1
shearf3
shearf2
shearf1
Shear factor:
2
luntot
Developed length: of frame:
3
''
4
''
5
Unit for: Moment
6
formulay1
7
formulay21
8
formulay22
9
formulay3
RESULTS AT SELECTED LOCATIONS:
 
x
10
unitsFreccia
unitsStress
unitsMoment
unitsForce
unitsLungh
11
frecciaA
sigmaA
momentA
shearA
xA
A
12
frecciaBsx
sigmaBsx
momentBsx
shearBsx
xBsx
B-
13
frecciaBdx
sigmaBdx
momentBdx
shearBdx
xBdx
B+
14
frecciaCsx
sigmaCsx
momentCsx
shearCsx
xCsx
C-
15
frecciaCdx
sigmaCdx
momentCdx
shearCdx
xCdx
C+
16
frecciaD
sigmaD
momentD
shearD
xD
D
17
frecciamaxT
momentmaxT
shearmaxT
xmaxT
maxT
18
frecciamaxMpiu
momentmaxMpiu
shearmaxMpiu
xmaxMpiu
maxM+
19
frecciamaxMmeno
xmaxMmeno
maxM-
20
sigmamaxy
xmaxy
maxw
21
freccia1
sigma1
moment1
shear1
x1
x=
22
freccia2
sigma2
moment2
shear2
x2
x=
23
freccia3
sigma3
moment3
shear3
x3
x=
24
freccia4
sigma4
moment4
shear4
x4
x=
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numPag1

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