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 fixed: right end pinned: uniform temperature change
nomeUnit
nomeLoadCondition
nomeLoading
Fig
specMaterial1Young1G1ni1J1W1area1lambda1specMaterial2Young2G2ni2J2W2area2lambda2specMaterial3Young3G3ni3J3W3area3lambda3lun1lun2lun3Caricoplotcurve
1
shearf3
shearf2
shearf1
Shear factor:
2
luntot
Developed length: of frame:
3
reazverD
reazverA
Unit for: Load
Vertical reaction:
4
reazhorD
reazhorA
''
Horizontal reaction:
5
reazmomD
reazmomA
Unit for: Moment
Moment reaction:
6
formulay1
7
formulay2
8
formulay3
RESULTS AT SELECTED LOCATIONS:
 
x
9
unitsFreccia
unitsStress
unitsMoment
unitsForce
unitsLungh
10
frecciaA
sigmaA
momentA
shearA
xA
A
11
frecciaBsx
sigmaBsx
momentBsx
shearBsx
xBsx
B-
12
frecciaBdx
sigmaBdx
momentBdx
shearBdx
xBdx
B+
13
frecciaCsx
sigmaCsx
momentCsx
shearCsx
xCsx
C-
14
frecciaCdx
sigmaCdx
momentCdx
shearCdx
xCdx
C+
15
frecciaD
sigmaD
momentD
shearD
xD
D
16
frecciamaxT
sigmamaxT
momentmaxT
shearmaxT
xmaxT
maxT
17
frecciamaxMpiu
sigmamaxMpiu
momentmaxMpiu
shearmaxMpiu
xmaxMpiu
maxM+
18
frecciamaxMmeno
sigmamaxMmeno
momentmaxMmeno
shearmaxMmeno
xmaxMmeno
maxM-
19
frecciamaxy
sigmamaxy
momentmaxy
shearmaxy
xmaxy
maxw
20
freccia1
sigma1
moment1
shear1
x1
x=
21
freccia2
sigma2
moment2
shear2
x2
x=
22
freccia3
sigma3
moment3
shear3
x3
x=
23
freccia4
sigma4
moment4
shear4
x4
x=
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numPag1

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