nomeDoc
nomeDocNum
nomeRedatto
nomeContr
nomeRev
dataEmesso
nomeVessel
nomeItem
nomePlant
um_visua
Portal frame: vertical left post: symmetrically gabled girder: vertical right post: under bending+shear+normal load: left end fixed: right end fixed: supports at same elevation: point load: vertical: on girder right half
nomeUnit
nomeLoadCondition
nomeLoading
Fig
specMaterial1Young1G1ni1J1W1area1specMaterial2Young2G2ni2J2W2area2specMaterial3Young3G3ni3J3W3area3lun1lun2hheightposCarCaricoplotcurve
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
formulay21
8
formulay22
9
formulay23
10
formulay3
RESULTS AT SELECTED LOCATIONS:
 
x
11
unitsFreccia
unitsStress
unitsMoment
unitsForce
unitsLungh
12
frecciaA
sigmaA
momentA
shearA
xA
A
13
frecciaBsx
sigmaBsx
momentBsx
shearBsx
xBsx
B-
14
frecciaBdx
sigmaBdx
momentBdx
shearBdx
xBdx
B+
15
frecciaCsx
sigmaCsx
momentCsx
shearCsx
xCsx
C-
16
frecciaCdx
sigmaCdx
momentCdx
shearCdx
xCdx
C+
17
frecciaD
sigmaD
momentD
shearD
xD
D
18
frecciamaxT
sigmamaxT
momentmaxT
shearmaxT
xmaxT
maxT
19
frecciamaxMpiu
sigmamaxMpiu
momentmaxMpiu
shearmaxMpiu
xmaxMpiu
maxM+
20
frecciamaxMmeno
sigmamaxMmeno
momentmaxMmeno
shearmaxMmeno
xmaxMmeno
maxM-
21
frecciamaxy
sigmamaxy
momentmaxy
shearmaxy
xmaxy
maxw
22
freccia1
sigma1
moment1
shear1
x1
x=
23
freccia2
sigma2
moment2
shear2
x2
x=
24
freccia3
sigma3
moment3
shear3
x3
x=
25
freccia4
sigma4
moment4
shear4
x4
x=
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numPag1

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Unif.vert.on girder
Unif.pressure:on girder left half
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Unif.vert.on girder left half
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Unif.on left post
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Distr.on girder left half
Distr.on girder right half
Distr.on left post
Distr.on right post
Point on girder left half
Point on girder right half
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Point hor.on girder right half
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