nomeDoc
nomeDocNum
nomeRedatto
nomeContr
nomeRev
dataEmesso
nomeVessel
nomeItem
nomePlant
um_visua
Portal frame: vertical left post: sloped girder: vertical right post: under bending+shear+normal load: left end pinned: right end fixed: supports at same elevation: distributed partial load: linearly varying: horizontal: on left post
nomeUnit
nomeLoadCondition
nomeLoading
Fig
specMaterial1Young1G1ni1J1W1area1specMaterial2Young2G2ni2J2W2area2specMaterial3Young3G3ni3J3W3area3lun1lun2hlun3CaricoCaricooposCarposCaroplotcurve
1
shearf3
shearf2
shearf1
Shear factor:
2
luntot
Developed length: of frame:
3
totCaricoh
totCarico
Unit for: Load
Total load:
4
reazverD
reazverA
''
Vertical reaction:
5
reazhorD
reazhorA
''
Horizontal reaction:
6
reazmomD
reazmomA
Unit for: Moment
Moment reaction:
7
formulay11
8
formulay12
9
formulay13
10
formulay2
11
formulay3
RESULTS AT SELECTED LOCATIONS:
 
x
12
unitsFreccia
unitsStress
unitsMoment
unitsForce
unitsLungh
13
frecciaA
sigmaA
momentA
shearA
xA
A
14
frecciaBsx
sigmaBsx
momentBsx
shearBsx
xBsx
B-
15
frecciaBdx
sigmaBdx
momentBdx
shearBdx
xBdx
B+
16
frecciaCsx
sigmaCsx
momentCsx
shearCsx
xCsx
C-
17
frecciaCdx
sigmaCdx
momentCdx
shearCdx
xCdx
C+
18
frecciaD
sigmaD
momentD
shearD
xD
D
19
frecciamaxT
sigmamaxT
momentmaxT
shearmaxT
xmaxT
maxT
20
frecciamaxMpiu
sigmamaxMpiu
momentmaxMpiu
shearmaxMpiu
xmaxMpiu
maxM+
21
frecciamaxMmeno
sigmamaxMmeno
momentmaxMmeno
shearmaxMmeno
xmaxMmeno
maxM-
22
frecciamaxy
sigmamaxy
momentmaxy
shearmaxy
xmaxy
maxw
23
freccia1
sigma1
moment1
shear1
x1
x=
24
freccia2
sigma2
moment2
shear2
x2
x=
25
freccia3
sigma3
moment3
shear3
x3
x=
26
freccia4
sigma4
moment4
shear4
x4
x=
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numTotPag
numPag1

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