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: point load: vertical: on girder
nomeUnit
nomeLoadCondition
nomeLoading
Fig
specMaterial1Young1G1ni1J1W1area1specMaterial2Young2G2ni2J2W2area2specMaterial3Young3G3ni3J3W3area3lun1lun2hlun3posCarCaricoplotcurve
1
shearf3
shearf2
shearf1
Shear factor:
2
luntot
Developed length: of frame:
3
Unit for: Load
4
''
5
Unit for: Moment
6
formulay1
7
8
9
RESULTS AT SELECTED LOCATIONS:
 
x
10
unitsFreccia
unitsStress
unitsMoment
unitsForce
unitsLungh
11
sigmaA
xA
A
12
sigmaBsx
xBsx
B-
13
frecciaBdx
momentBdx
xBdx
B+
14
momentCsx
xCsx
C-
15
sigmaCdx
xCdx
C+
16
frecciaD
sigmaD
shearD
xD
D
17
maxT
18
xmaxMpiu
maxM+
19
maxM-
20
xmaxy
maxw
21
freccia1
sigma1
moment1
shear1
x1
x=
22
shear2
x2
x=
23
shear3
x3
x=
24
x4
x=
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numPag1

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