nomeDoc
nomeDocNum
nomeRedatto
nomeContr
nomeRev
dataEmesso
nomeVessel
nomeItem
nomePlant
um_visua
One leg frame: vertical post: horizontal girder: under bending+shear+normal load: left end pinned: right end pinned: combined loads
nomeUnit
nomeLoadCondition
nomeLoading
Fig
specMaterial1specMaterial2Young1Young2G1G2ni1ni2lambda1lambda2J1J2W1W2area1area2lun1lun2listaloadplotcurve
1
shearf2
shearf1
Shear factor:
2
luntot
Developed length: of frame:
3
totCaricoh
totCarico
Unit for: Load
Total load:
4
reazverC
reazverA
''
Vertical reaction:
5
reazhorC
reazhorA
''
Horizontal reaction:
6
reazmomC
reazmomA
Unit for: Moment
Moment reaction:
RESULTS AT SELECTED LOCATIONS:
 
x
7
unitsFreccia
unitsStress
unitsMoment
unitsForce
unitsLungh
8
frecciaA
sigmaA
momentA
shearA
xA
A
9
frecciaBsx
sigmaBsx
momentBsx
shearBsx
xBsx
B-
10
frecciaBdx
sigmaBdx
momentBdx
shearBdx
xBdx
B+
11
frecciaC
sigmaC
momentC
shearC
xC
C
12
frecciamaxT
sigmamaxT
momentmaxT
shearmaxT
xmaxT
maxT
13
frecciamaxMpiu
sigmamaxMpiu
momentmaxMpiu
shearmaxMpiu
xmaxMpiu
maxM+
14
frecciamaxMmeno
sigmamaxMmeno
momentmaxMmeno
shearmaxMmeno
xmaxMmeno
maxM-
15
frecciamaxy
sigmamaxy
momentmaxy
shearmaxy
xmaxy
maxw
16
freccia1
sigma1
moment1
shear1
x1
x=
17
freccia2
sigma2
moment2
shear2
x2
x=
18
freccia3
sigma3
moment3
shear3
x3
x=
19
freccia4
sigma4
moment4
shear4
x4
x=
20
freccia5
sigma5
moment5
shear5
x5
x=
21
freccia6
sigma6
moment6
shear6
x6
x=
22
freccia7
sigma7
moment7
shear7
x7
x=
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numTotPag
numPag1

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