SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 Athens
118
Transcript of SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 Athens
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚ
SO
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M 1
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74X
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Str
uctu
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i.mourelatos
Stamp
i.mourelatos
Stamp
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚ MONIMA
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M 1
: 1
54X
Y
ZX
* 0
.74
5Y
* 0
.94
3Z
* 0
.74
5
6.45
6.45
6.45
6.45
6.45
6.45
6.45
3.75
3.75
3.75
3.75
3.75
3.75
3.75
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
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3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
3.13
1.88
1.88
1.88
1.88
1.88
1.88
10.00
10.00
10.00 10.00
10.00
10.0010.00
10.00
10.00 10.0
0
10.00
10.00
10.00
8.758.75
8.75
8.75
5.00
5.00
2.00
2.00
2.00
2.00
2.00
All
load
s (in
com
pone
nts)
, Lo
adca
se 1
MO
NIM
A
, (
1 cm
3D
= u
nit)
Are
a el
emen
t lo
ad (
forc
e) in
loca
l z (
Uni
t=5.
00 k
N/m
2),
QU
AD
-Are
a de
ad lo
ad in
glo
bal Z
in E
lem
ents
(U
nit=
5.00
kN
/m2
), B
eam
dea
d lo
ad in
glo
bal Z
(U
nit=
5.00
kN
/m)
(Max
=10
.0)
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚ KINHTA ΟΡΟΦΗΣ
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M 1
: 1
54X
Y
ZX
* 0
.74
5Y
* 0
.94
3Z
* 0
.74
5
2.00
2.00
2.00
2.00
2.00
2.00
All
load
s (in
com
pone
nts)
, Lo
adca
se 1
01 K
INH
TA
ΟΡΟΦΗΣ
,
(1
cm 3
D =
uni
t) A
rea
elem
ent
load
(fo
rce)
in lo
cal z
(U
nit=
1.00
kN/m
2)
(Max
=2.
00)
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚ ΥΔΡΟΣΤΑΤΙKH-->ΠΛΗΡΗΣ
SO
FiS
TiK
AG
- w
ww
.sof
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.com
M 1
: 1
39X
Y
ZX
* 0
.74
5Y
* 0
.94
3Z
* 0
.74
559.00
59.0059.00
59.00
59.00
59.0
0
59.00
59.0
0
59.00
59.0
0
59.00
59.0
0
59.00
59.0
0
59.00
59.00
59.00
59.0
0
All
load
s (in
com
pone
nts)
, Lo
adca
se 2
Υ∆ΡΟΣΤΑΤΙK
H--
>ΠΛΗΡΗΣ
,
(1
cm 3
D =
uni
t) A
rea
elem
ent
load
(fo
rce)
in lo
cal z
(U
nit=
50.0
kN/m
2),
Fre
e ar
ea lo
ad (
forc
e) o
n pr
ojec
tion
in g
loba
l X (
Uni
t=50
.0 k
N/m
2),
Fre
e ar
ea lo
ad (
forc
e) o
n pr
ojec
tion
in g
loba
l
Y (
Uni
t=50
.0 k
N/m
2)
(Min
=-5
9.0)
(M
ax=
59.0
)
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚ ΥΔΡΟΣΤΑΤΙKH-->ΥΠΕΡΠΛΗΡΩΣΗ
SO
FiS
TiK
AG
- w
ww
.sof
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.com
M 1
: 1
39X
Y
ZX
* 0
.74
5Y
* 0
.94
3Z
* 0
.74
570.00
70.00
70.00
70.00
70.00
70.0
0
70.00
70.0
0
70.00
70.0
0
70.00
70.0
0
70.00
70.0
0
70.00
70.00
70.00
70.00
All
load
s (in
com
pone
nts)
, Lo
adca
se 1
02 Υ∆ΡΟΣΤΑΤΙK
H--
>ΥΠΕΡΠΛΗΡΩΣ
,
(1
cm 3
D =
uni
t) A
rea
elem
ent
load
(fo
rce)
in lo
cal z
(Uni
t=50
.0 k
N/m
2),
Fre
e ar
ea lo
ad (
forc
e) o
n pr
ojec
tion
in g
loba
l X (
Uni
t=50
.0 k
N/m
2),
Fre
e ar
ea lo
ad (
forc
e) o
n
proj
ectio
n in
glo
bal Y
(U
nit=
50.0
kN
/m2
) (M
in=
-70.
0) (
Max
=70
.0)
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚ ΩΘΗΣΗ ΓΑΙΩΝ
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1
: 1
46X
Y
ZX
* 0
.74
5Y
* 0
.94
3Z
* 0
.74
5
59.00
59.00
59.00
59.00
59.00
59.0
0 59.00
59.0
0
All
load
s (in
com
pone
nts)
, Lo
adca
se 3
ΩΘΗΣΗ
ΓΑΙΩΝ
,
(1
cm 3
D =
uni
t) F
ree
area
load
(fo
rce)
on
proj
ectio
n in
glo
bal X
(U
nit=
50.0
kN/m
2),
Fre
e ar
ea lo
ad (
forc
e) o
n pr
ojec
tion
in g
loba
l Y (
Uni
t=50
.0 k
N/m
2)
(Min
=-5
9.0)
(M
ax=
59.0
)
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚ ΩΘΗΣΗ KINHTWN
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FiS
TiK
AG
- w
ww
.sof
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.com
M 1
: 1
45X
Y
ZX
* 0
.74
5Y
* 0
.94
3Z
* 0
.74
5
5.005.00
5.00 5.00
5.005.00
5.00 5.00
5.005.00
5.00
5.00 5.005.
00
5.00
5.00
All
load
s (in
com
pone
nts)
, Lo
adca
se 4
ΩΘΗΣΗ
ΚΙΝΗΤΩΝ
,
(1
cm 3
D =
uni
t) F
ree
area
load
(fo
rce)
on
proj
ectio
n in
glo
bal X
(U
nit=
5.00
kN/m
2),
Fre
e ar
ea lo
ad (
forc
e) o
n pr
ojec
tion
in g
loba
l Y (
Uni
t=5.
00 k
N/m
2)
(Min
=-5
.00)
(M
ax=
5.00
)
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚ ΔΥΝΑΜΙΚΗ ΩΘΗΣΗ ΓΑΙΩΝ Υ-Υ
SO
FiS
TiK
AG
- w
ww
.sof
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.com
M 1
: 1
40X
Y
ZX
* 0
.74
5Y
* 0
.94
3Z
* 0
.74
5
56.18
56.18
56.18
56.18
18.73
18.73
18.73
18.73
All
load
s (in
com
pone
nts)
, Lo
adca
se 5
∆ΥΝΑΜΙΚΗ
ΩΘΗΣΗ
ΓΑΙΩΝ
Υ-Υ
,
(1
cm 3
D =
uni
t) F
ree
area
load
(fo
rce)
on
proj
ectio
n in
glo
bal Y
(Uni
t=50
.0 k
N/m
2)
(Min
=-5
6.2)
(M
ax=
56.2
)
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚ ΔΥΝΑΜΙΚΗ ΩΘΗΣΗ ΓΑΙΩΝ X-X
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1
: 1
42X
Y
ZX
* 0
.74
5Y
* 0
.94
3Z
* 0
.74
5
56.1
8
56.18 56.1
8
56.18
18.73
18.7
3
18.73
18.7
3
All
load
s (in
com
pone
nts)
, Lo
adca
se 6
∆ΥΝΑΜΙΚΗ
ΩΘΗΣΗ
ΓΑΙΩΝ
Χ-Χ
,
(1
cm 3
D =
uni
t) F
ree
area
load
(fo
rce)
on
proj
ectio
n in
glo
bal X
(Uni
t=50
.0 k
N/m
2)
(Min
=-5
6.2)
(M
ax=
56.2
)
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚ ΥΔΡΟΔΥΝΑΜΙΚΗ Y-Y(EBP)
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1
: 1
40X
Y
ZX
* 0
.74
5Y
* 0
.94
3Z
* 0
.74
5
47.88
47.88
23.94
23.94
23.94
23.94
15.52
15.52
7.76
7.76
7.76
7.76
All
load
s (in
com
pone
nts)
, Lo
adca
se 7
Υ∆ΡΟ∆ΥΝΑΜΙΚΗ
Y-Y
(EB
P)
,
(1 c
m 3
D =
uni
t) F
ree
area
load
(fo
rce)
on
proj
ectio
n in
glo
bal Y
(Uni
t=50
.0 k
N/m
2)
(Max
=47
.9)
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚ ΥΔΡΟΔΥΝΑΜΙΚΗ X-X(EBP)
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1
: 1
43X
Y
ZX
* 0
.74
5Y
* 0
.94
3Z
* 0
.74
5
39.37
39.3
7
39.37
39.3
7
6.12
6.12
6.12
6.12
All
load
s (in
com
pone
nts)
, Lo
adca
se 8
Υ∆ΡΟ∆ΥΝΑΜΙΚΗ
X-X
(EB
P)
,
(1 c
m 3
D =
uni
t) F
ree
area
load
(fo
rce)
on
proj
ectio
n in
glo
bal X
(Uni
t=50
.0 k
N/m
2)
(Max
=39
.4)
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚ ΥΔΡΟΔΥΝΑΜΙΚΗ Z-Z
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1
: 1
39X
Y
ZX
* 0
.74
5Y
* 0
.94
3Z
* 0
.74
5
43.97
43.97
43.97
43.97
43.97
43.97
43.97
43.9
7
43.97
43.9
7
43.97
43.9
7
43.97
43.97
43.9
7
43.97
All
load
s (in
com
pone
nts)
, Lo
adca
se 9
Υ∆ΡΟ∆ΥΝΑΜΙΚΗ
Z-Z
,
(1
cm 3
D =
uni
t) A
rea
elem
ent
load
(fo
rce)
in lo
cal z
(U
nit=
50.0
kN/m
2),
Fre
e ar
ea lo
ad (
forc
e) o
n pr
ojec
tion
in g
loba
l X (
Uni
t=50
.0 k
N/m
2),
Fre
e ar
ea lo
ad (
forc
e) o
n pr
ojec
tion
in g
loba
l
Y (
Uni
t=50
.0 k
N/m
2)
(Min
=-4
4.0)
(M
ax=
44.0
)
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚ ΑΔΡΑΝΕΙΑΚΕΣ ΔΥΝΑΜΕΙΣ Y-Y
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1
: 1
43X
Y
ZX
* 0
.74
5Y
* 0
.94
3Z
* 0
.74
5
1.71
1.71
1.71
1.71
1.71
1.71
1.71
1.71
1.71
1.71
1.71
1.71
0.99
0.99
0.99
0.99
0.99
0.99
0.99
0.99
0.99
0.99
0.99
0.99
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.50
0.50
0.50
0.50
0.50
0.50
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
2.652.65
2.65 2.65
2.65
2.652.65
2.65
2.65
2.65
2.652.65
2.312.31
2.31
2.31
1.32
1.32
1.32
1.32
0.69
0.69
0.69
All
load
s (in
com
pone
nts)
, Lo
adca
se 1
07 Α∆ΡΑΝΕΙΑΚΕΣ
∆ΥΝΑΜΕΙΣ
Y-Y
,
(1
cm 3
D =
uni
t) A
rea
elem
ent
load
(fo
rce)
on
proj
ectio
n in
glob
al Y
(U
nit=
2.00
kN
/m2
), Q
UA
D-A
rea
dead
load
in g
loba
l Y in
Ele
men
ts (
Uni
t=2.
00 k
N/m
2),
Bea
m d
ead
load
in g
loba
l Y
(Uni
t=1.
00 k
N/m
) (M
ax=
2.64
)
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚ ΑΔΡΑΝΕΙΑΚΕΣ ΔΥΝΑΜΕΙΣ Y-Y
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1
: 1
47X
Y
ZX
* 0
.74
5Y
* 0
.94
3Z
* 0
.74
5
1.71
1.71
1.71
1.71
1.71
1.71
1.71
1.71
1.71
1.71
1.71
1.71
0.99
0.99
0.99
0.99
0.99
0.99
0.99
0.99
0.99
0.99
0.99
0.99
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.83
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
0.07
2.652.65
2.65 2.65
2.65
2.652.65
2.65
2.65
2.65
2.652.65
2.65
2.312.31
2.31
2.31
1.32
1.32
1.32
0.69
0.69
0.69
All
load
s (in
com
pone
nts)
, Lo
adca
se 1
08 Α∆ΡΑΝΕΙΑΚΕΣ
∆ΥΝΑΜΕΙΣ
X-X
,
(1
cm 3
D =
uni
t) A
rea
elem
ent
load
(fo
rce)
on
proj
ectio
n in
glob
al X
(U
nit=
2.00
kN
/m2
), Q
UA
D-A
rea
dead
load
in g
loba
l X in
Ele
men
ts (
Uni
t=2.
00 k
N/m
2),
Bea
m d
ead
load
in g
loba
l X
(Uni
t=1.
00 k
N/m
) (M
ax=
2.64
)
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚ ΑΔΡΑΝΕΙΑΚΕΣ ΔΥΝΑΜΕΙΣ Z-Z
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1
: 1
52X
Y
ZX
* 0
.74
5Y
* 0
.94
3Z
* 0
.74
5
5.53
5.53
5.53
5.53
5.53
5.53
5.53
5.53
5.53
5.53
3.21
3.21
3.21
3.21
3.21
3.21
3.21
3.21
3.21
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
2.68
1.61
1.61
1.61
1.61
1.61
8.578.57
8.57 8.57
8.57
8.578.57
8.57
8.57
8.57
8.578.57
7.507.50
7.50
7.50
4.28
4.28
1.94
1.94
1.94
1.94
1.94
All
load
s (in
com
pone
nts)
, Lo
adca
se 1
09 Α∆ΡΑΝΕΙΑΚΕΣ
∆ΥΝΑΜΕΙΣ
Z-Z
,
(1
cm 3
D =
uni
t) A
rea
elem
ent
load
(fo
rce)
on
proj
ectio
n in
glob
al Z
(U
nit=
5.00
kN
/m2
), Q
UA
D-A
rea
dead
load
in g
loba
l Z in
Ele
men
ts (
Uni
t=5.
00 k
N/m
2),
Bea
m d
ead
load
in g
loba
l Z
(Uni
t=5.
00 k
N/m
) (M
ax=
8.57
)
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚ ΥΔΡΟΔΥΝΑΜΙΚΗ Y-Y(IBP)
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1
: 1
40X
Y
ZX
* 0
.74
5Y
* 0
.94
3Z
* 0
.74
5
35.34
35.34
27.84
27.84
17.67
17.67
17.67
17.67
13.92
13.92
13.92
13.92
All
load
s (in
com
pone
nts)
, Lo
adca
se 3
07 Υ∆ΡΟ∆ΥΝΑΜΙΚΗ
Y-Y
(IB
P)
,
(1 c
m 3
D =
uni
t) F
ree
area
load
(fo
rce)
on
proj
ectio
n in
glo
bal Y
(Uni
t=50
.0 k
N/m
2)
(Max
=35
.3)
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚ ΥΔΡΟΔΥΝΑΜΙΚΗ X-X(IBP)
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1
: 1
39X
Y
ZX
* 0
.74
5Y
* 0
.94
3Z
* 0
.74
5
63.0
2
63.0
2
63.02
63.02
24.06
24.0
6
24.06
24.0
6
5.46
5.46
5.46
5.46
5.46
5.46
5.46
5.46
5.46
5.46
5.46
5.46
5.46
5.46
1.92
1.92
1.92
1.92
1.92
1.92
1.92
1.92
1.92
1.92
1.92
All
load
s (in
com
pone
nts)
, Lo
adca
se 3
08 Υ∆ΡΟ∆ΥΝΑΜΙΚΗ
X-X
(IB
P)
,
(1 c
m 3
D =
uni
t) F
ree
area
load
(fo
rce)
on
proj
ectio
n in
glo
bal X
(Uni
t=10
0.0
kN/m
2)
(Min
=-2
4.1)
(M
ax=
63.0
)
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚ ΑΝΩΣΗ
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1
: 1
54X
Y
ZX
* 0
.74
5Y
* 0
.94
3Z
* 0
.74
5
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
All
load
s (in
com
pone
nts)
, Lo
adca
se 4
02 ΑΝΩΣΗ
,
(1
cm 3
D =
uni
t) A
rea
elem
ent
load
(fo
rce)
in lo
cal z
(U
nit=
0.00
50 k
N/m
2),
Fre
e ar
ea lo
ad (
forc
e) o
n pr
ojec
tion
in g
loba
l X (
Uni
t=0.
0050
kN
/m2
), F
ree
area
load
(fo
rce)
on
proj
ectio
n in
glo
bal Y
(Uni
t=0.
0050
kN
/m2
) (M
in=
-0.0
100)
(M
ax=
0.01
00)
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚ ΣΥΣΤΟΛΗ ΞΗΡΑΝΣΗΣ
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1
: 1
50X
Y
ZX
* 0
.74
5Y
* 0
.94
3Z
* 0
.74
5
-15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00
-15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00
-15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00
-15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00
-15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00
-15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00 -15.
00
-15.00
-15.00
-15.00
-15.00-15.00
-15.00
-15.00
-15.00
-15.00
-15.00
-15.00
-15.00
-15.00
-15.00
-15.00
-15.00
14.50
14.5
0
14.50
14.5
0
14.5
0
14.5014.5
0
14.50
14.5
0
14.5014.5
0
14.5
0
14.50
14.50
14.50
14.50
14.5
0
14.50
14.50 14.50
14.50
14.50
10.60
10.6
0
10.60
10.6
0
10.6
0
10.6
0
10.6
0
All
load
s (in
com
pone
nts)
, Lo
adca
se 1
0 ΣΥΣΤΟΛΗ
ΞΗΡΑΝΣΗΣ
,
(1
cm 3
D =
uni
t) A
rea
elem
ent
load
(un
iform
tem
pera
ture
cha
nge)
(Uni
t=10
.0 °
C),
Bea
m li
ne lo
ad (
unifo
rm t
empe
ratu
re c
hang
e) (
Uni
t=10
.0 °
C)
(Min
=-1
5.0)
(M
ax=
0)
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚ ΟΜΟΙΟΜΟΡΦΗ ANOΔΟΣ ΘΕΡΜΟΚΡΑΣΙΑΣ
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1
: 1
58X
Y
ZX
* 0
.74
5Y
* 0
.94
3Z
* 0
.74
5
27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0
27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0
27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0
27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0
27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0
27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0 27.0
0
27.00
27.00
27.00
27.0027.00
27.00
27.00
27.00
27.00
27.0
0
27.00
27.0
0
27.0
0
27.0027.0
0
27.00
27.0
0
27.0027.0
0
27.0
0
27.00
27.00
27.0
0
27.00
27.00
27.00
27.00 27.00
27.0027.00
27.0
0
27.00
27.00
27.0027.0
0
27.00
27.00 27.00
27.0027.00
27.00
27.00
All
load
s (in
com
pone
nts)
, Lo
adca
se 1
1 ΟΜΟΙΟΜΟΡΦΗ
AN
O∆ΟΣ
ΘΕΡΜΟΚ
,
(1
cm 3
D =
uni
t) A
rea
elem
ent
load
(un
iform
tem
pera
ture
cha
nge)
(Uni
t=20
.0 °
C),
Bea
m li
ne lo
ad (
unifo
rm t
empe
ratu
re c
hang
e) (
Uni
t=20
.0 °
C)
(Max
=27
.0)
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚ ΟΜΟΙΟΜΟΡΦΗ ΠΤΩΣΗ ΘΕΡΜΟΚΡΑΣΙΑΣ
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1
: 1
51X
Y
ZX
* 0
.74
5Y
* 0
.94
3Z
* 0
.74
5
-8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0
-8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0
-8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0
-8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0
-8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0
-8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0 -8.0
0
-8.00
-8.00
-8.00
-8.00-8.00
-8.00
-8.00
-8.00
-8.00
-8.00
-8.00
-8.00
-8.00
-8.00
-8.00
-8.00
8.00
8.00
8.00
8.00
8.00
8.008.00
8.00
8.00
8.008.00
8.00
8.00
8.00
8.00
8.00
8.00
8.00
8.008.00
8.00
8.00
8.00
8.00
8.00
8.00 8.00
8.00
8.00
8.00
All
load
s (in
com
pone
nts)
, Lo
adca
se 1
2 ΟΜΟΙΟΜΟΡΦΗ
ΠΤΩΣΗ
ΘΕΡΜΟΚΡ
,
(1
cm 3
D =
uni
t) A
rea
elem
ent
load
(un
iform
tem
pera
ture
cha
nge)
(Uni
t=5.
00 °
C),
Bea
m li
ne lo
ad (
unifo
rm t
empe
ratu
re c
hang
e) (
Uni
t=5.
00 °
C)
(Min
=-8
.00)
(M
ax=
0)
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1
: 3
20X
YZ
66
.88
-33.
12
66
.88
42
.97
42
.97
36
.70
36
.70
-33.
12
30.0
030
.00
-26.
04
-26.
04
-25.
00
-21.
24-2
1.24
20.0
0
20.0
020
.00-2
0.00
-20.00
19
.38
15.0
015
.00
15.0
0
11
.5710
.00
-10.00
-10.00-10.00
-10.00
9.5
19
.51
5.00
5.00
-5.00
-5.00
0.0
Sec
tor
of s
yste
m G
roup
0
Be
nd
ing
mo
me
nt m
-xx
in lo
cal x
in N
od
es
, Loa
dcas
e 1
MO
NIM
A
, fro
m -
33.1
to 6
6.9
step
5.0
0 kN
m/m
M 1
: 3
20X
YZ
99
.60
-52.
06
95.0085.00
70.00
66
.86
55.00
-52.
06
-50
.00
46
.47
46
.47
-45.00
-45.00
-45.
00
-40.
00
36
.38
36
.38
-33
.89
-33.
89
30.00
30.00
30.00
-30.
00
-30.0
0
25.0025.00
-25.0
0
-25.
00
-25.00
-20.00
15.00
15.00
15.00
15.00
-10.
00
-10.
00
9.9
59
.95
7.1
9
6.1
40.
0 0.0
Sec
tor
of s
yste
m G
roup
0
Be
nd
ing
mo
me
nt m
-yy
in lo
cal y
in N
od
es
, Loa
dcas
e 1
MO
NIM
A
, fro
m -
52.1
to 9
9.6
step
5.0
0 kN
m/m
M 1
: 3
20X
YZ
-55.
49
11
.96
-55
.49
-47
.62
-45
.95
-40.
00
-40
.00
-36
.98
-20.00
-20.00
-20.0
0
-19
.20
-19
.20
-17
.32
-15
.34
-14
.61
-14
.61
11
.96
-1.9
8-1
.98
0.0
0.0
0.0
0.0
Sec
tor
of s
yste
m G
roup
0
Mem
bran
e fo
rce
n-xx
in lo
cal x
in N
odes
, Loa
dcas
e 1
MO
NIM
A
, fro
m -
55.5
to 1
2.0
step
20.
0 kN
/m
M 1
: 3
20X
YZ
-81
.58
-0.3
7
-70
.82
-70
.82
-64
.69
-40.00
-40.
00
-32
.15
-22
.98
-20.
00-2
0.00
-20.
00-2
0.00
-15
.05
-15
.05
-12
.02
-12
.02
Sec
tor
of s
yste
m G
roup
0
Mem
bran
e fo
rce
n-yy
in lo
cal y
in N
odes
, Loa
dcas
e 1
MO
NIM
A
, fro
m -
81.6
to -
0.37
0 st
ep 2
0.0
kN/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
FiS
TiK
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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4
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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ww
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M 1
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7
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8
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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ww
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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ww
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M 1
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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- w
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M 1
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28
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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- w
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
FiS
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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M 1
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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M 1
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8
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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.sof
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
FiS
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M 1
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
FiS
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- w
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.sof
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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-7.
02 to
17.
4 st
ep 1
0.0
kNm
/m
M 1
: 1
77X
Y Z
11
.83
-7.7
9
8.2
6
8.2
5
7.5
0
-7.0
6
-6.8
9
-6.4
2
5.0
7
-5.0
1
5.0
1
-4.5
8
3.9
4
2.7
02
.43
1.7
11
.64
1.1
4-0
.69
-0.4
1
-0.3
8-0
.12
0.0
0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Sec
tor
of s
yste
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1
Be
nd
ing
mo
me
nt m
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rom
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11.
8 st
ep 1
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M 1
: 1
77X
Y Z
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56
5.2
4
-15
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-11
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00
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00
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00
-10.
00
-9.5
0-9
.30
-8.9
8-7
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-6.1
4
-5.6
8
-4.2
83
.82
-3.6
4
2.0
41
.17
0.0
0.0
0.0
Sec
tor
of s
yste
m G
roup
1
Mem
bran
e fo
rce
n-xx
in lo
cal x
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odes
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dcas
e 4 ΩΘΗΣΗ
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, f
rom
-15
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5.2
4 st
ep 1
0.0
kN/m
M 1
: 1
77X
Y Z
-9.6
4
5.7
1
-9.2
0
-2.4
6-2
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5
-1.8
8
1.6
6-1
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1.2
2
-0.7
1
0.4
7
0.4
4
-0.2
4
-0.1
80
.10
0.0
0.0
Sec
tor
of s
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m G
roup
1
Mem
bran
e fo
rce
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cal y
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, f
rom
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64 to
5.7
1 st
ep 1
0.0
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
FiS
TiK
AG
- w
ww
.sof
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M 1
: 1
77X
Y Z
14
2.9
1-5
8.0
7
99
.86
83
.03
80.0
0
70.0
06
0.0
1
60.00
-57
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-54.
00
50.00
50.00
-50.
00
-50.
00-5
0.00
40.0
0
-40.
00
-40.
00
-40.
00
30.0
0
30.00
30.00
30.0
0
-30.
00-3
0.00
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00
-30.
00-3
0.00
-30.
00
20.0
0
20.0
0
20.0
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00-2
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00
-20.
00
-20.
00
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12
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0
10
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0
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7
8.4
7
8.3
3-7
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2.3
82
.09
1.8
1
0.1
2
0.0
0.0
0.0
0.0
0.0
0.0
Sec
tor
of s
yste
m G
roup
1
Be
nd
ing
mo
me
nt m
-xx
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, f
rom
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142
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tep
10.0
kN
m/m
M 1
: 1
77X
Y Z
96
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11
-70.
00
68
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50
64
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22
60.0
0
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00
52
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26
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00
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00
45
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44
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44
40.0
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40.0
0
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00
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00
35
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0
30.0
0
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00
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-30.
00
20.0
0
20.0
0
-20.
00
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00
17
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14
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14
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13
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10.0
010
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10.00
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00
-10.
00
-10.
00
9.7
6
-7.6
1-5
.68
-3.4
6-1
.48
0.0
0.0
Sec
tor
of s
yste
m G
roup
1
Be
nd
ing
mo
me
nt m
-yy
in lo
cal y
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od
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, f
rom
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96.
3 st
ep 1
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kNm
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M 1
: 1
77X
Y Z
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44
35
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21
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93-3
3.48
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66
30.0
0
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00
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8.22
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69
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94
20
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20.0
0
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00
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00
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11
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10.0
0
10.0
0
10.0
0
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00
-10.
00
-10.
00
8.7
37
.95
5.1
0
0.0
0.0
0.0
Sec
tor
of s
yste
m G
roup
1
Mem
bran
e fo
rce
n-xx
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cal x
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, Loa
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, f
rom
-42
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35.
2 st
ep 1
0.0
kN/m
M 1
: 1
77X
Y Z
51
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51
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00
-36.
94
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02 30.0
0
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00
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00
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76-2
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07
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00
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00
-20.
00
-20.
00
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10.0
0
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-10.00
-10.00
-10.
00
-7.5
5
-7.1
6-5
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-4.4
4
-4.3
7
-2.3
3
0.3
9
0.0
0.0
Sec
tor
of s
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m G
roup
1
Mem
bran
e fo
rce
n-yy
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cal y
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odes
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, f
rom
-49
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51.
4 st
ep 1
0.0
kN/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
FiS
TiK
AG
- w
ww
.sof
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.com
M 1
: 1
77X
Y Z
47
.56
-6.5
3
40.00
37
.22
30.0
0
30.00
30.0
0
20.0
020
.00
20.0
0
20.0
0
10.0
010
.00
10.0
010
.00
-6.0
4
-5.6
0-5
.33
3.4
3
-3.2
9
-3.2
5
-3.1
5
-2.8
8
-2.7
7
-2.6
91
.33
1.2
9
-1.2
6-1
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1.0
4
0.3
2
0.1
10
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0.0
90.
0
0.0
0.0
0.0
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ecto
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tem
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nd
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mo
me
nt m
-xx
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, f
rom
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53 to
47.
6 st
ep 1
0.0
kNm
/m
M 1
: 1
77X
Y Z
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06
11
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46
10.0
0
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00
8.8
7
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5
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5
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7
1.2
8
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8
0.5
8
0.4
6
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2
-0.3
3
0.2
20
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Sec
tor
of s
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1
Be
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ing
mo
me
nt m
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11.
2 st
ep 1
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M 1
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77X
Y Z
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29
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00
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00
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00
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00
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00
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65
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00
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00
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-50
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-50.
00
-50.00
44
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40.0
0
-40.
00
-40.
00
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00
36
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30.0
0
30.0
0
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00
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20.0
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00
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00-1
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tor
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1
Mem
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cal x
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step
10.
0 kN
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M 1
: 1
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Y Z
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28
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24
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20
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20.0
020
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-20.00
-20.00
-20.00
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18
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15
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15
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15
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10.0
0
10.0
0
10.0
0
10.0
0
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1
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62
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2
0.8
7
0.7
7
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8
0.3
3
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8
0.0
0.0
0.0
0.0
0.0
0.0
Sec
tor
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rom
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28.
3 st
ep 1
0.0
kN/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
FiS
TiK
AG
- w
ww
.sof
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.com
M 1
: 1
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Y Z
71
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15
50.00
44
.53
30.00
30.0
0
30.00
24
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-22
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-20
.31
20.0
0
20.00
20.0
0
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10.00
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10.0
0
10.0
0
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00-1
0.00
-10.
00
-10.
00-1
0.00
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00
8.2
5-6
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75
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-3.9
2-0
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-0.2
5
0.1
1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Sec
tor
of s
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1
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ing
mo
me
nt m
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M 1
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90
37
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00
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36
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21
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00
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00-1
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0-1
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00
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5
7.5
7
3.9
2
-3.4
92
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4
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7
0.0
0.0
0.0
0.0
0.0
Sec
tor
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1
Be
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ing
mo
me
nt m
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0 kN
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M 1
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20
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170
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160.
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11
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00
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00
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060
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00
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00
57
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00
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00
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00
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20.0
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20.0
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00
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00
-20.
00
-14
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10.
00
10
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00-1
0.00
0.0
0.0
Sec
tor
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1
Mem
bran
e fo
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n-xx
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cal x
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(EB
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, fr
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250.
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201
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M 1
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66
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00
55
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50.0
0
50.0
0
48
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0
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0
40.0
0
-40.00
30.0
0
30.0
0
30.0
0
-30.00
-28
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-20
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20.0
0
20.0
0
20.0
0
20.0
0
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00
17
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10.0
010
.00
10.0
0
10.0
0
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00
8.4
9
-7.8
0-7
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5
5.0
4-2
.76
-0.7
8-0
.53
0.0
Sec
tor
of s
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m G
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1
Mem
bran
e fo
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n-yy
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cal y
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(EB
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, fr
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63.4
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6.9
step
10.
0 kN
/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
FiS
TiK
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- w
ww
.sof
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.com
M 1
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152
2.7
5
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00
10.0
0
10.00
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00
3.8
8
3.5
1-3
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-2.9
1-2
.11
-1.9
41
.80
1.7
5
-1.5
8-0
.96
0.8
8
-0.8
30
.77
0.4
0
-0.3
8
-0.2
9
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2
0.0
3
0.0
1
0.0
0.0
0.00.0
0.0
Sec
tor
of s
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m G
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1
Be
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ing
mo
me
nt m
-xx
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, fr
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26.1
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10.
0 kN
m/m
M 1
: 1
77X
Y Z
16
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-15.
3510
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-10.
00
-5.6
7
4.7
0
2.5
0-2
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1.9
0
1.4
8-1
.46
-0.7
9
0.7
1
0.2
2
-0.1
8-0
.01
0.0
0.0
0.0
0.0
0.0
Sec
tor
of s
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1
Be
nd
ing
mo
me
nt m
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, fr
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15.3
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10.
0 kN
m/m
M 1
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59
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18
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0
40.0
0
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00
-31
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27
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20
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00
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17
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13
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23
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10.0
0
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00
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00
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00-1
0.00
0.0
0.0
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Sec
tor
of s
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1
Mem
bran
e fo
rce
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cal x
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M 1
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35
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81
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233
2.6
7
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00
20.0
0-2
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10.0
0-1
0.00
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-4.6
23
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-2.8
12
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0.0
0.0
Sec
tor
of s
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1
Mem
bran
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om -
35.8
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0 kN
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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ww
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M 1
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26
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00
-30.00
-30.00
-30.00
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00
26
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25
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20.0
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00
10.0
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10.0
0
10.0
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00
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00
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0.00
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6
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9-0
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20
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0.0
0.0
0.0
0.0 0.0
0.0
0.0
0.0
Sec
tor
of s
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m G
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1
Be
nd
ing
mo
me
nt m
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rom
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M 1
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30
37
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59
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6
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42
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1.2
80.
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0
0.0
0.0
0.0
0.0
0.0
Sec
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1
Be
nd
ing
mo
me
nt m
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37.
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kNm
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M 1
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Y Z
71
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70
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63
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61
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60.0
0
60.0
0
60.0
0
52
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50.0
050
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50.0
0
40.0
0
40.0
0
40.00
40.0
0
40.0
0
34
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30.0
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30.0
030
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0
20
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20.0
020
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20.0
0
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10
10.0
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10
.00
10.0
0
-10.
00
-8.3
1-4
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4.3
8-0
.36
0.0
0.0
Sec
tor
of s
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m G
roup
1
Mem
bran
e fo
rce
n-xx
in lo
cal x
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odes
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e 9
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Z-Z
, f
rom
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71.
9 st
ep 1
0.0
kN/m
M 1
: 1
77X
Y Z
43
.73
-15
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41
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40.00
30.00
30.00
20.0
0
20.0
0
13
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11
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11
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10.0
010
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10.0
0
10.0
0
10.0
0
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18
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1
2.3
0
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3
0.8
2
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80
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0.5
0
0.0
0.0
0.0
0.0
Sec
tor
of s
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m G
roup
1
Mem
bran
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Z-Z
, f
rom
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43.
7 st
ep 1
0.0
kN/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
FiS
TiK
AG
- w
ww
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M 1
: 1
77X
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-8.0
9
3.0
6
-8.0
3-7
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2-3
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2.9
12
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2.9
0
-0.8
1
0.6
9
0.5
9
0.5
8
-0.5
2
0.3
7
-0.3
4
0.2
30
.23
0.2
20
.21
-0.2
0-0
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0.1
60
.13
0.1
3
0.1
0
0.0
0.0
0.0
0.0
Sec
tor
of s
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m G
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1
Be
nd
ing
mo
me
nt m
-xx
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ΞΗΡΑΝΣΗΣ
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rom
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3.0
6 st
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kNm
/m
M 1
: 1
77X
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-5.9
0
5.1
4
-5.8
5
-5.2
6
-4.4
2
4.3
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3.9
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0.9
3
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M 1
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19
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00-4
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20.0
0
20.0
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20.0
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10
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10.0
0
10.0
0
-10.
00-1
0.00
5.4
74
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-3.0
8
0.0
0.0
0.0
0.0
Sec
tor
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1
Mem
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n-xx
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rom
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195
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M 1
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77X
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4
19
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5.3
5
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00
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00
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19
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0
10.00
10.00
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00-1
0.00
-10.
00
-0.7
0
0.2
60
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0.0
0.0
0.0
0.0
0.0
Sec
tor
of s
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1
Mem
bran
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, f
rom
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to 1
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step
10.
0 kN
/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
FiS
TiK
AG
- w
ww
.sof
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.com
M 1
: 1
77X
Y Z
0.3
8
-0.0
8
0.3
7
0.1
40
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0.1
0
0.0
8
0.0
7
-0.0
5
0.0
5
-0.0
4
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4
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4-0
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0.0
3
0.0
1
-0.0
1-0
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1
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1-0
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0.0
0
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0
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0
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0
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0-0
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0.0
0.0
0.0
0.0
0.0
0.0
Sec
tor
of s
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m G
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1
Be
nd
ing
mo
me
nt m
-xx
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M 1
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4
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4
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4
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3
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2
0.0
2
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1
0.0
0.0
0.0
0.0
0.0
0.0
Sec
tor
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1
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ing
mo
me
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77X
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00
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00
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00
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00
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0.0
0.0
0.0
Sec
tor
of s
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1
Mem
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n-xx
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rom
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9.3
6 st
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0.0
kN/m
M 1
: 1
77X
Y Z
10
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0
10
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3-1
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8
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9
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0
0.0
4-0
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0.0
0.0
0.0
0.0
0.0
Sec
tor
of s
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1
Mem
bran
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n-yy
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, f
rom
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00 to
10.
8 st
ep 1
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
FiS
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AG
- w
ww
.sof
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M 1
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-0.1
1
0.0
2
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1
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4-0
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3
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2
-0.0
2
0.0
2
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1
0.0
1
0.0
1
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10
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1
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0
0.0
00
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0
0.0
00
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0
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0
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0
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0
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0.0
0.0
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Sec
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of s
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M 1
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8
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5
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4
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0.0
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Sec
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rom
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M 1
: 1
77X
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11
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7
10.0
010
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0.0
60
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0.0
0.0
0.0
Sec
tor
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1
Mem
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, f
rom
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11.
1 st
ep 1
0.0
kN/m
M 1
: 1
77X
Y Z
-3.2
0
0.5
9
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9
0.5
70
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0.5
3
0.5
0
0.4
90
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0.4
6
0.0
3
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10
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0.0
0.0
0.0
0.0
0.0
Sec
tor
of s
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1
Mem
bran
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n-yy
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, f
rom
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20 to
0.5
91 s
tep
10.0
kN
/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
FiS
TiK
AG
- w
ww
.sof
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.com
M 1
: 1
77X
Y Z
-3.0
2
1.8
9
-2.1
0
1.8
2
-1.6
2
-1.5
7
1.0
61
.04
0.9
9
0.9
3
0.5
7
0.5
4
0.4
9
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Sec
tor
of s
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1
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M 1
: 1
77X
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9.3
1
-2.8
3
8.9
55
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5.1
13
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3.0
32
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2.5
2
2.4
9
-2.1
6
1.7
1
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9
-0.2
6
0.0
0.0
0.0
0.0
Sec
tor
of s
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1
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M 1
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-3.7
0
1.5
8
-3.2
8-2
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1.5
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0
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5
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0.8
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tor
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Sec
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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M 1
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Sec
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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M 1
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24
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3
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4
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10
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1
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0
0.4
5-0
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0.1
7
0.0
0.0
0.0
0.0
0.0
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Sec
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M 1
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Sec
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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M 1
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3
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8
0.3
4
0.0
8-0
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0.0
0.0
0.0
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Sec
tor
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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73
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1.6
1
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0.0
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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- w
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M 1
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6
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20.0
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Sec
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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M 1
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18
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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60
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0.0
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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25
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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M 1
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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M 1
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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M 1
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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M 1
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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.sof
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M 1
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
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M 1
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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M 1
: 1
12X
Y
Z
-8.2
64
.37
-5.2
3-5
.23
4.3
7
0.5
30
.53
0.4
70
.47
0.0
00
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0.0
0.0
0.0
0.0
0.0
Sec
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X-X
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-8.
26 to
4.3
7 st
ep 1
0.0
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M 1
: 1
12X
Y
Z
3.9
9
-1.3
9
3.9
9
-0.9
0-0
.90
-0.7
9-0
.79
0.2
7
0.0
0.0
0.0
0.0
0.0
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3.9
9 st
ep 1
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kNm
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M 1
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12X
Y
Z
-30
.23
10
.29
-30.
23-2
0.00
-20.
00-2
0.00
-20
.00
10
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4.0
64
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32
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Sec
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X-X
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10.
3 st
ep 2
0.0
kN/m
M 1
: 1
12X
Y
Z
-19
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16
.52
-19.
42
16
.52
6.2
5
0.8
20 .
00.
0
0.0
0.0
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Α∆ΡΑΝΕΙΑΚΕΣ
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16.
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ep 2
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ
SO
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M 1
: 1
12X
Y
Z
-12.
70
7.3
9
-12.
70-1
0.7
6
-10.00
-10.00
-10.
007
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2.7
82
.78
2.3
6
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Sec
tor
of s
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Z-Z
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-12
.7 to
7.3
9 st
ep 1
0.0
kNm
/m
M 1
: 1
12X
Y
Z
29
.19
-2.0
2
29
.19
20.0
020
.00
20.0
0
20.0
0
10
.49
10
.49
10.0
0
10.0
0
10.0
010
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-2.0
2
-1.3
3
-0.2
5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Sec
tor
of s
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Z-Z
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02 to
29.
2 st
ep 1
0.0
kNm
/m
M 1
: 1
12X
Y
Z
96
.22
-53
.95
60.0
040
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40.0
0
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00
-40
.00
20.0
020
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0.00
17
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17
.05
-8.8
9-8
.89
7.0
67
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0.0
0.0
0.0
0.0
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Z-Z
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-53
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96.
2 st
ep 2
0.0
kN/m
M 1
: 1
12X
Y
Z
-72
.24
31
.95
-72.
24
-60.
00-6
0.0
0
-40.
00-4
0.00
31
.95
20.00
20.00
-20.
00-2
0.00
-20.00
-20.00
-20.00
13
.79
11
.03
6.2
16
.21
0.0
0.0
0.0
0.0
0.0
0.0
Sec
tor
of s
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Α∆ΡΑΝΕΙΑΚΕΣ
∆ΥΝΑΜΕΙΣ
Z-Z
, f
rom
-72
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32.
0 st
ep 2
0.0
kN/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
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SO
FiS
TiK
AG
- w
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.sof
istik
.com
M 1 : 203X
YZ
5.345.34
5.07 5.07
5.025.02
4.204.20
4.204.20
4.004.00
4.004.00
3.00
3.00
3.00
3.00
3.003.00
2.00
2.00
2.002.00
1.821.82
1.16 1.16
1.151.15
1.041.04
1.001.001.
00
0.81 0.81
0.460.46
0.380.38
0.0
0.0
0.0
0.0
0.00.00.00.00.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Sector of system Group 0
upper Principal reinforcements (1st layer) in Nodes , Design Case 1 , from 0 to 5.34
step 1.00 cm2/m
M 1 : 203X
YZ
9.099.09
8.108.10
8.00
8.00
7.007.00
7.007.00
6.00
5.30 5.30
5.005.00
5.00
5.00
5.00
5.005.00
4.00 4.00
4.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
2.00
2.00 2.00
2.00
2.00
2.002.00 1.14
1.00
1.00
1.00
1.00
1.001.00
1.00
0.78
0.29
0.210.21
0.150.15
0.08
0.0
0.0
0.0
0.0
0.00.00.00.00.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Sector of system Group 0
upper Cross reinforcements (2nd layer) in Nodes , Design Case 1 , from 0 to 9.09
step 1.00 cm2/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
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SO
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TiK
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M 1 : 203X
YZ
10.5210.52
7.637.63
7.007.00
6.35 6.35
5.585.58
4.00
4.00
4.004.00
3.46
3.003.00
3.00
3.00
3.00
3.00
2.612.61
2.11
2.00
2.002.00
2.002.00
1.00
1.00
1.00
0.00.00.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
Sector of system Group 0
lower Principal reinforcements (1st layer) in Nodes , Design Case 1 , from 0 to 10.5
step 1.00 cm2/m
M 1 : 203X
YZ
17.28
16.00
16.0
0
14.00
11.0
0
10.55
9.269.26
9.00
8.938.93
8.00
8.00
8.00
8.008.00
7.00
6.636.63
6.00
6.00
6.00
5.005.00
5.00
4.00
4.004.00
4.00
4.00 4.00
4.00
4.00
3.00
3.00
3.00
3.00
2.102.10
2.0
0 2.00
2.00 2.00
2.00
2.00
2.00
1.00
1.00 1.00
1.00
1.00
0.00.00.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
Sector of system Group 0
lower Cross reinforcements (2nd layer) in Nodes , Design Case 1 , from 0 to 17.3
step 1.00 cm2/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
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SO
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TiK
AG
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M 1 : 203X
YZ
4.024.02
3.953.95
3.44 3.44
3.00
3.003.00
2.49 2.49
2.32
2.312.31 2.06
2.00
2.00
2.00
2.00
2.00
2.00
1.88
1.211.00
1.00 1.00
1.001.00
0.350.35
0.060.06
0.00.00.00.0
0.00.00.00.00.00.0
0.00.00.00.0
0.00.00.00.0
0.00.00.00.0
0.00.0
Sector of system Quadrilateral Elements Group 5
upper Principal reinforcements (1st layer) in Nodes , Design Case 1 , from 0 to 4.02
step 1.00 cm2/m
M 1 : 203X
YZ
7.83
7.167.16
7.00
7.00
6.00
6.00
6.006.00
6.00
5.84
5.565.56
5.345.34
5.00
5.00
4.87
4.00
4.00
4.00
4.004.00
3.00
3.00
2.00
2.00
2.00
2.00
2.00
1.491.49
1.101.10
1.00
1.00
0.070.07
0.010.01
0.00.00.00.0
0.00.00.00.00.00.0
0.00.00.00.0
0.00.00.00.0
0.00.00.00.0
0.00.0
Sector of system Quadrilateral Elements Group 5
upper Cross reinforcements (2nd layer) in Nodes , Design Case 1 , from 0 to 7.83
step 1.00 cm2/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
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SO
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TiK
AG
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M 1 : 203X
YZ
2.222.22
1.971.97
1.891.89
1.821.82
1.731.73
1.00 1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.94
0.230.23
0.12 0.12
0.100.10
0.08
0.040.04 0.00.00.00.0
0.00.00.0
0.00.00.0
0.00.00.0
0.0
0.0
0.0
0.0
0.0
0.0
0.00.0
Sector of system Quadrilateral Elements Group 5
lower Principal reinforcements (1st layer) in Nodes , Design Case 1 , from 0 to 2.22
step 1.00 cm2/m
M 1 : 203X
YZ
4.144.14
3.89 3.89
3.00
3.00
3.003.00
2.832.83
2.822.82
2.002.00
2.002.00
2.00
1.00
1.00
1.00 1.00
1.001.00
1.00
0.12 0.12
0.050.05
0.020.02
0.02
0.010.01 0.00.00.00.0
0.00.00.0
0.00.00.0
0.00.00.0
0.0
0.0
0.0
0.0
0.0
0.0
0.00.0
Sector of system Quadrilateral Elements Group 5
lower Cross reinforcements (2nd layer) in Nodes , Design Case 1 , from 0 to 4.14
step 1.00 cm2/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
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SO
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M 1 : 122XY
Z
12.61
11.43
11.0
0
10.93
10.04
9.73
9.00
9.00
9.00
9.00
8.00
8.00
8.00
7.47 7.00
7.00
7.00
6.27
6.00
6.00
6.00
5.595.58
5.55
5.39
5.36
5.14
5.00
5.00
5.00
5.00
5.00
5.00
4.48
4.00
4.00
4.00
4.00
4.00
4.00
4.00
3.78
3.60
3.47 3.44
3.30
3.19
3.12
3.07
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
2.95
2.53
2.42
2.10
2.01
2.002.00
2.00
2.00
1.47
1.40 1.02
Sector of system Group 1
upper Principal reinforcements (1st layer) in Nodes , Design Case 1 , from 0 to 12.6
step 1.00 cm2/m
M 1 : 122XY
Z
8.58
8.06
7.00
6.42
6.00
6.00
6.00
6.00
5.80
5.005.00
5.00
5.00
5.00
4.59
4.08
4.00
4.004.00
4.00
4.00
4.00
3.003.00
3.00
3.00
3.00
3.003.00
3.00
2.54
2.22
2.12
2.002.002.002.00
2.00
2.00
2.00
1.81
1.78
1.69
1.641.43
1.34
1.34
1.00
1.001.00
1.00
1.00
1.00
1.00
0.82
0.72
0.710.69 0.69
0.63
0.62
0.60
0.42
0.34 0.20
Sector of system Group 1
upper Cross reinforcements (2nd layer) in Nodes , Design Case 1 , from 0 to 8.58
step 1.00 cm2/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΟΠΛΙΣΜΟΙ ΑΣΤΟΧΙΑΣ
SO
FiS
TiK
AG
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M 1 : 122XY
Z
14.59
14.40
10.42
10.00
9.00
9.00
8.128.058.03
8.038.00 8.00
7.27
7.00
7.00
7.007.00
6.70
6.16
6.07
6.00
6.00
6.00
6.00
6.00
6.00
5.20
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
4.55
4.26
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.004.00
3.71
3.69
3.19
3.06 3.00
3.00
3.00
3.00
3.00
3.00
3.00
2.74
2.67
2.22
2.00
2.002.00
1.54
1.53
1.00
1.00
0.79
Sector of system Group 1
lower Principal reinforcements (1st layer) in Nodes , Design Case 1 , from 0 to 14.6
step 1.00 cm2/m
M 1 : 122XY
Z
12.0311.00 10.5810.37 9.009.00
9.00
8.44
8.15
8.00
8.008.00
7.97 7.53
7.35
7.00
7.00
7.00
6.96
6.00
6.00
5.71
5.085.07
5.00
5.005.00
5.00
4.00
4.00
4.00
4.00
3.74
3.40
3.003.003.00
3.00
3.00
3.00
3.00
3.00
2.92
2.85
2.78
2.67
2.43
2.28
2.08
2.00
2.00
2.00
2.002.0
0
2.00
2.00
2.00
1.61
1.56
1.11
1.02
1.01
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.95
0.84
0.84
0.83
0.73
0.63 0.53 0.49
0.42
Sector of system Group 1
lower Cross reinforcements (2nd layer) in Nodes , Design Case 1 , from 0 to 12.0
step 1.00 cm2/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΟΠΛΙΣΜΟΙ ΑΣΤΟΧΙΑΣ
SO
FiS
TiK
AG
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M 1 : 122XY
Z
12.61
11.43
11.0
0
10.93
10.04
9.73
9.00
9.00
9.00
9.00
8.00
8.00
8.00
7.47 7.00
7.00
7.00
6.27
6.00
6.00
6.00
5.595.58
5.55
5.39
5.36
5.14
5.00
5.00
5.00
5.00
5.00
5.00
4.48
4.00
4.00
4.00
4.00
4.00
4.00
4.00
3.78
3.60
3.47 3.44
3.30
3.19
3.12
3.07
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
2.95
2.53
2.42
2.10
2.01
2.002.00
2.00
2.00
1.47
1.40 1.02
Sector of system Quadrilateral Elements Group 3
upper Principal reinforcements (1st layer) in Nodes , Design Case 1 , from 0 to 12.6
step 1.00 cm2/m
M 1 : 122XY
Z
8.58
8.06
7.00
6.42
6.00
6.00
6.00
6.00
5.80
5.005.00
5.00
5.00
5.00
4.59
4.08
4.00
4.004.00
4.00
4.00
4.00
3.003.00
3.00
3.00
3.00
3.003.00
3.00
2.54
2.22
2.12
2.002.002.002.00
2.00
2.00
2.00
1.81
1.78
1.69
1.641.43
1.34
1.34
1.00
1.001.00
1.00
1.00
1.00
1.00
0.82
0.72
0.710.69 0.69
0.63
0.62
0.60
0.42
0.34 0.20
Sector of system Quadrilateral Elements Group 3
upper Cross reinforcements (2nd layer) in Nodes , Design Case 1 , from 0 to 8.58
step 1.00 cm2/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΟΠΛΙΣΜΟΙ ΑΣΤΟΧΙΑΣ
SO
FiS
TiK
AG
- w
ww
.sof
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.com
M 1 : 122XY
Z
14.59
14.40
10.42
10.00
9.00
9.00
8.128.058.03
8.038.00 8.00
7.27
7.00
7.00
7.007.00
6.70
6.16
6.07
6.00
6.00
6.00
6.00
6.00
6.00
5.20
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
4.55
4.26
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.004.00
3.71
3.69
3.19
3.06 3.00
3.00
3.00
3.00
3.00
3.00
3.00
2.74
2.67
2.22
2.00
2.002.00
1.54
1.53
1.00
1.00
0.79
Sector of system Quadrilateral Elements Group 3
lower Principal reinforcements (1st layer) in Nodes , Design Case 1 , from 0 to 14.6
step 1.00 cm2/m
M 1 : 122XY
Z
12.0311.00 10.5810.37 9.009.00
9.00
8.44
8.15
8.00
8.008.00
7.97 7.53
7.35
7.00
7.00
7.00
6.96
6.00
6.00
5.71
5.085.07
5.00
5.005.00
5.00
4.00
4.00
4.00
4.00
3.74
3.40
3.003.003.00
3.00
3.00
3.00
3.00
3.00
2.92
2.85
2.78
2.67
2.43
2.28
2.08
2.00
2.00
2.00
2.002.0
0
2.00
2.00
2.00
1.61
1.56
1.11
1.02
1.01
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.95
0.84
0.84
0.83
0.73
0.63 0.53 0.49
0.42
Sector of system Quadrilateral Elements Group 3
lower Cross reinforcements (2nd layer) in Nodes , Design Case 1 , from 0 to 12.0
step 1.00 cm2/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
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SO
FiS
TiK
AG
- w
ww
.sof
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.com
M 1
: 1
12X
Y
Z
10.0
110
.01
9.40 9.00
9.00
9.00
8.00
8.00
8.00
8.00
7.00
7.00
7.00
6.00
6.00
6.00
5.51
5.51
5.20
5.20
5.14
5.14
5.00
5.00
5.00
5.00
5.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
3.40
3.40
3.26
3.26
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
2.00
2.00
2.00
2.00
1.67
1.67
1.26
1.26
1.00
1.00
0.0
0.0
Sec
tor
of s
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m Q
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ilate
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lem
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Gro
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from
0 t
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.0 s
tep
1.00
cm
2/m
M 1
: 1
12X
Y
Z
4.77
4.77
4.29
4.29
4.00
4.00
3.00
3.00
3.00
3.00
3.00
3.00
2.94
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1.94
1.94
1.69
1.69
1.51
1.51
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.69
0.69
0.0
0.0
Sec
tor
of s
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m Q
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lem
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Gro
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nfor
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odes
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4.77
ste
p 1.
00 c
m2/
m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΟΠΛΙΣΜΟΙ ΑΣΤΟΧΙΑΣ
SO
FiS
TiK
AG
- w
ww
.sof
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.com
M 1
: 1
12X
Y
Z
11.6
9
11.009.00 9.008.00
7.76
7.76
7.69
7.69
7.00 7.00
7.006.00
6.00
6.00
6.00
5.91
5.91
5.00
5.00
5.00
5.00
4.87
4.87
4.08
4.08
4.00
4.00
4.00
4.00
4.00
4.003.
00
3.00
3.00
3.00
3.00
3.00
3.00
2.86
2.86
2.83
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1.17
1.17
1.00
1.00
1.00
1.00
0.95
0.95
Sec
tor
of s
yste
m Q
uadr
ilate
ral E
lem
ents
Gro
up 2
low
er P
rinci
pal r
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orce
men
ts (
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Cas
e 1
,
from
0 t
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.7 s
tep
1.00
cm
2/m
M 1
: 1
12X
Y
Z
7.80
7.80
6.00
6.00
6.00
5.00
5.00
4.00
4.00
3.71
3.71
3.00
3.00
3.00
3.00
2.82
2.82
2.57
2.57
2.34
2.00
2.00
2.00
2.00
2.00
2.00
1.55
1.55
1.54
1.541.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.56
0.56
0.38
0.38
Sec
tor
of s
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ilate
ral E
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Gro
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low
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rei
nfor
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7.80
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p 1.
00 c
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΟΠΛΙΣΜΟΙ ΑΣΤΟΧΙΑΣ
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1
: 1
12X
Y
Z
11.2
711
.27
11.00
11.00
10.00
10.00
9.00
9.00
8.99 8.00
8.00
7.00
7.00
7.00
7.00
6.00 6.00
6.00
5.00
5.00
5.00
5.00
5.00
4.87
4.87
4.69
4.69
4.00
4.00
4.00
4.00
4.00
4.00
3.34
3.27
3.27
3.22
3.22
3.20
3.20
3.00
3.00
3.00
3.00
3.00
3.00
2.00
2.00
2.00
2.00
1.00
1.00
Sec
tor
of s
yste
m Q
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ilate
ral E
lem
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Gro
up 4
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r P
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pal r
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orce
men
ts (
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Nod
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ign
Cas
e 1
,
from
0 t
o 11
.3 s
tep
1.00
cm
2/m
M 1
: 1
12X
Y
Z
6.03
6.03
5.00
5.00
4.00
4.00
3.88
3.88
3.80
3.80
3.56
3.00
3.00
3.00
3.00
3.00
3.00
2.25
2.25
2.07
2.07
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1.34
1.22
1.22
1.00
1.00
1.00
1.00
1.00
1.00
0.96
0.96
0.14
0.14
Sec
tor
of s
yste
m Q
uadr
ilate
ral E
lem
ents
Gro
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uppe
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nfor
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6.03
ste
p 1.
00 c
m2/
m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΟΠΛΙΣΜΟΙ ΑΣΤΟΧΙΑΣ
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1
: 1
12X
Y
Z
10.0
7
9.729.00
9.00
8.54
8.54
8.00
8.007.00
7.00
6.00 6.00
6.00
6.00
5.95
5.95
5.00
5.00
5.00
5.00
5.00
5.00
4.92
4.92
4.14
4.14
4.00
4.00
4.00
4.0
0
4.00
3.78
3.00
3.00
3.00
3.00
3.00
2.55
2.55
2.46
2.46
2.00
2.00
2.00
2.00
1.53
1.53
1.35
1.35
1.06
1.04
1.04
1.00
1.00
Sec
tor
of s
yste
m Q
uadr
ilate
ral E
lem
ents
Gro
up 4
low
er P
rinci
pal r
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orce
men
ts (
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Nod
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ign
Cas
e 1
,
from
0 t
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.1 s
tep
1.00
cm
2/m
M 1
: 1
12X
Y
Z
7.59
7.59
6.00
6.00
5.00
5.00
4.15
4.15
4.00
4.00
3.00
3.00
3.00
3.00
3.00
2.69
2.69
2.56
2.56
2.01
2.00
2.00
2.00
2.00
2.00
2.00
1.94
1.81
1.81
1.50
1.23
1.09
1.09
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.69
0.69
0.52
0.52
0.51
0.51
0.36
0.36
Sec
tor
of s
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m Q
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ilate
ral E
lem
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Gro
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low
er C
ross
rei
nfor
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7.59
ste
p 1.
00 c
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m
PA
GE
110
96
04-∆ΚΚ
ΟΠΛΙΣΜΟΙ ∆
ΟΚΩΝ
M 1
: 8
7X
Y
ZX
* 0
.816
Y *
0.8
16Z
* 0
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11.43
11.4311.41
11.41
10.98
10.98
10.94
10.94
10.79
10.79
10.60
10.60
9.03
9.038.98
8.98
8.31
8.31
8.13
8.13
7.35
7.35
6.81
6.81
6.71
6.44
6.44
6.16
6.04
6.04
5.95
5.95
5.37
5.37
4.26
4.26
2.64
2.641.63
1.52
1.49
1.49
1.46
1.46
1.44
1.44
1.42
1.42
1.38
1.38
1.32
1.32
1.27
1.27
1.25
1.25
1.13
1.13
1.11
1.11
1.09
1.09
1.09
1.09
1.06
1.06
1.05
1.05 1.02
1.02
1.00
1.00
1.00
1.00
0.95
0.95
0.95
0.95
0.94
0.940.93
0.93
0.91
0.91
0.90
0.90
0.88
0.88
0.81
0.81
0.81
0.80
0.80
0.80
0.79
0.79
0.79
0.79
0.76
0.76
0.76
0.76
0.76
0.74
0.74
0.71
0.71
0.69
0.69
0.69
0.68
0.68
0.68
0.68
0.67
0.67
0.64
0.64
0.61
0.57
0.570.52
0.52
0.51
0.51
0.48
0.48
0.47
0.47
0.44
0.44
0.38
0.38
0.35
0.35
0.32
0.32 0.22
0.22
Se
cto
r o
f sy
ste
m G
rou
p 0
Be
am
Ele
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Ma
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14.7514.75
12.44
12.4411.28
11.28
9.59
9.59
9.54
9.54
8.59
8.59
8.48
8.48
8.17
8.17
7.68
7.68
7.27
7.27
7.19
6.83
6.21
6.14
6.14
5.96
5.96
5.70
5.70
5.50
5.50
4.74
4.74
4.36
4.36
2.64
2.64
2.60
2.11
2.11
2.01
2.01
1.65
1.65
1.60
1.60
1.41
1.411.40
1.40
1.40
1.40
1.35
1.35
1.27
1.27
1.12
1.12
1.08
1.04
1.04
0.95
0.95
0.95
0.95
0.92
0.92
0.87
0.80
0.80
0.75
0.75
0.75
0.75
0.71
0.71
0.64
0.64
0.63
0.63
0.62
0.62
0.60
0.60
0.58
0.58
0.53
0.53
0.49
0.49
0.49
0.49
0.45
0.45
0.45
0.45
0.40
0.40
0.40
0.40
0.39
0.39
0.37
0.37
0.36
0.36
0.35
0.35
0.30
0.30
0.29
0.29
0.27
0.27
0.27
0.27
0.23
0.20
0.20
0.20
0.20
0.17
0.17
0.15
0.15
0.10
0.10
0.08
0.05
0.04
0.04
0.04
0.04
0.04
0.02
0.02
0.02
0.01
0.01
0.01
0.01
0.01
0.01
0.00
0.00
0.00
0.00
Be
am
Ele
me
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2,
De
sig
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Ma
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PA
GE
110
97
04-∆ΚΚ
ΟΠΛΙΣΜΟΙ ∆
ΟΚΩΝ
M 1
: 8
4X
Y
ZX
* 0
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Y *
0.8
16Z
* 0
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4.68
4.68
3.64
3.64
3.51
3.51
3.30
3.30
3.30
3.30
3.30
3.30
3.30
3.30
3.30
3.30
3.30
3.30
3.30
3.30
3.30
3.30
3.30
3.30
3.30
3.30
3.30
3.30
3.30
3.30
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
Se
cto
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m G
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Be
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ar
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Ma
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PA
GE
110
98
04-∆ΚΚ
ΟΠΛΙΣΜΟΙ ∆
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M 1
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8X
Y
ZX
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Y *
0.8
16Z
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2.45
2.45
2.44
2.44
2.31
2.31
2.25
2.25
1.69
1.69
1.45
1.45
1.43
1.43
1.40
1.40
1.06
1.06
0.99
0.99
0.79
0.79
0.51
0.51
0.42
0.42
0.32
0.32
0.06
0.02
0.02
0.02
0.02
0.02
0.02
0.01
0.01
0.00
0.00
Se
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Be
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Ma
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5.03
4.96
4.26
4.26
4.12
4.12
3.48
1.73
1.73
1.66
1.66
1.16
1.16
1.13
1.13
0.56
0.56
0.49
0.49
0.44
0.44
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Be
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3D
= 1
0.0
cm
2 (
Ma
x=5
.03
)
PA
GE
110
99
04-∆ΚΚ
ΟΠΛΙΣΜΟΙ ∆
ΟΚΩΝ
M 1
: 1
00
XY
ZX
* 0
.816
Y *
0.8
16Z
* 0
.816
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
5.50
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
2.75
Se
cto
r o
f sy
ste
m G
rou
p 1
Be
am
Ele
me
nts
, S
he
ar
rein
forc
em
en
ts (
ma
xim
um
), D
esi
gn
Ca
se 1
,
1 c
m 3
D =
5.0
0 c
m2
/m (
Ma
x=5
.50
)
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΠΕΡΙΒΑΛΛΟΥΣΑ ΟΠΛΙΣΜΩΝ ΑΠΟ ΑΣΤΟΧΙΑ ΚΑΙ ΡΗΓΜΑΤΩΣΗ
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1 : 122
X
Y
Z
7.87
7.87
7.77
7.77
7.68
7.68
7.49
7.49
7.33
7.33
7.11
7.11
7.00
7.00
7.00
7.006.30
6.30
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
5.34
5.34
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.005.00
5.00
4.37
4.02
4.02
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
3.16
3.16
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
2.37
2.37
2.00
2.00
2.00
2.00
2.00
2.00
1.001.00
1.00
0.25
0.0 0.0 0.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sector of system Group 0
upper Principal reinforcements (1st layer) in Nodes , Design Case 1 , from 0 to 7.87
step 1.00 cm2/m
M 1 : 122
X
Y
Z
12.82
12.8212.00
12.00
12.00
12.00
11.00
11.00
11.00
11.00
11.00
11.00
10.0
0
10.00
10.00
10.00
10.00
9.00
9.00
9.00
9.00
9.00
9.00
8.00
8.00
8.00
8.00
8.00
8.00
7.95
7.95
7.65
7.65
7.00
7.00
7.00
7.00
7.00
7.00
7.00
7.00
7.00 7.00
7.00
7.00
7.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.004.
00
4.00
4.004.00
4.00
4.00
4.00
4.00
4.003.83
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
2.04
2.04
2.00
2.00
2.00
1.30
1.30
1.00
1.00
1.00
1.00
1.00
0.29
0.05
0.05
0.0 0.0 0.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Sector of system Group 0
upper Cross reinforcements (2nd layer) in Nodes , Design Case 1 , from 0 to 12.8
step 1.00 cm2/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΠΕΡΙΒΑΛΛΟΥΣΑ ΟΠΛΙΣΜΩΝ ΑΠΟ ΑΣΤΟΧΙΑ ΚΑΙ ΡΗΓΜΑΤΩΣΗ
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1 : 122
X
Y
Z
13.08
13.08
10.00
9.00
9.00
8.00
7.63
7.63
7.43
7.43
7.00
7.00
7.00
6.75
6.75 6.11
6.11
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
5.43
5.43
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
4.35
4.00
4.00
4.00
4.004.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
2.00
2.00
2.00
2.00 2.00
2.00
2.002.00
2.00
2.00
2.00
2.00
2.00
2.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Sector of system Group 0
lower Principal reinforcements (1st layer) in Nodes , Design Case 1 , from 0 to 13.1
step 1.00 cm2/m
M 1 : 122
X
Y
Z
19.8319.00 19.0018.0017.00 17.00
16.0015.00
13.00
13.0012.24 12.00
11.52
11.5211.02
11.02
10.00
10.00
10.00
10.00
10.00
10.00
9.00 9.00
9.00
9.008.00
8.00
8.00
8.00
8.00
8.00
8.00
7.78
7.78
7.00
7.00
7.00
7.00
7.00
7.00
7.00
7.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
4.00
4.00
4.00
4.00
4.00
4.00
4.00
3.48
3.48
3.07
3.07
3.00
3.00
3.00
3.00 3.00
3.00
3.00
3.00
3.00
2.77
2.77
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Sector of system Group 0
lower Cross reinforcements (2nd layer) in Nodes , Design Case 1 , from 0 to 19.8
step 1.00 cm2/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΠΕΡΙΒΑΛΛΟΥΣΑ ΟΠΛΙΣΜΩΝ ΑΠΟ ΑΣΤΟΧΙΑ ΚΑΙ ΡΗΓΜΑΤΩΣΗ
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1 : 122
X
Y
Z
4.02
4.02
3.95
3.95
3.44
3.44
3.01
3.00
3.00
3.00
3.00
3.00
3.00
3.00
2.762.60
2.49
2.49 2.31
2.31
2.15
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1.53
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.35
0.35
0.06
0.06
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Sector of system Quadrilateral Elements Group 5
upper Principal reinforcements (1st layer) in Nodes , Design Case 1 , from 0 to 4.02
step 1.00 cm2/m
M 1 : 122
X
Y
Z
8.148.00 8.00
7.16
7.16
7.007.00 6.456.00
6.00
6.00
6.00
6.00
6.00
6.00
5.56
5.56
5.48
5.34
5.34
5.00
5.00
5.00
5.005.00
5.00
5.00
5.004.81
4.00
4.00
4.00
4.00
4.00 4.00
4.00
3.21
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00 3.00
3.00
3.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00 2.00
2.00
2.00
2.00
2.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.07
0.07
0.01
0.01
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Sector of system Quadrilateral Elements Group 5
upper Cross reinforcements (2nd layer) in Nodes , Design Case 1 , from 0 to 8.14
step 1.00 cm2/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΠΕΡΙΒΑΛΛΟΥΣΑ ΟΠΛΙΣΜΩΝ ΑΠΟ ΑΣΤΟΧΙΑ ΚΑΙ ΡΗΓΜΑΤΩΣΗ
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1 : 122
X
Y
Z
2.65
2.65
2.59
2.59
2.31
2.31
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1.93
1.93
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.40
0.23
0.23 0.12
0.120.10
0.10
0.08
0.04
0.04
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0 0.0 0.0 0.0 0.0 0.0
0.0
0.0
Sector of system Quadrilateral Elements Group 5
lower Principal reinforcements (1st layer) in Nodes , Design Case 1 , from 0 to 2.65
step 1.00 cm2/m
M 1 : 122
X
Y
Z
4.35
4.35
4.00
4.00
4.00
4.00
3.46
3.46
3.11
3.11
3.10
3.10
3.00
3.00
3.00
3.00
3.00
3.00
3.00
2.84
2.84
2.00
2.00
2.00
2.002.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
1.00
0.12
0.120.05
0.05
0.02
0.02
0.02
0.01
0.01
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0 0.0 0.0 0.0 0.0 0.0
0.0
0.0
Sector of system Quadrilateral Elements Group 5
lower Cross reinforcements (2nd layer) in Nodes , Design Case 1 , from 0 to 4.35
step 1.00 cm2/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΠΕΡΙΒΑΛΛΟΥΣΑ ΟΠΛΙΣΜΩΝ ΑΠΟ ΑΣΤΟΧΙΑ ΚΑΙ ΡΗΓΜΑΤΩΣΗ
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1 : 122XY
Z
18.88
17.77 17.51
17.0
0
16.08
15.43
15.00
15.00
15.00
15.00
13.0
0
13.00
13.00
13.00
12.99 12.44
12.00
11.5211.18
11.0
0
11.0011.00
10.0
0
10.00
10.0010.00
9.00
9.00
8.00
8.00
8.00
8.00
7.65
7.47
7.25
7.00
7.00
7.00
7.007.00
7.00
7.00
6.27
6.00
6.00
6.00
6.00
6.006.00
5.55
5.39
5.15
5.00
5.00
5.00
5.005.00
5.00
5.00
5.00
4.68
4.48
4.154.07
4.05
4.00
4.00
4.004.004.00
4.00
3.60
3.19
3.003.00 3.00
3.00
3.00
3.00
2.47
2.462.10
2.00
2.00
1.12
Sector of system Group 1
upper Principal reinforcements (1st layer) in Nodes , Design Case 1 , from 0 to 18.9
step 1.00 cm2/m
M 1 : 122XY
Z
12.53 8.60
8.58
8.00
7.00
7.00
6.42
6.00
6.00
5.76
5.71
5.005.00
5.00
5.00
5.00
5.00
4.86
4.67
4.59
4.50
4.24
4.00
4.00
4.00
4.00
4.004.00 3.55
3.18
3.00
3.00
3.00
3.003.00
3.00
3.00
3.00
3.003.00
3.00
2.32
2.30
2.002.002.00
2.00
2.00
2.00
2.00
2.00
2.00
1.86
1.45
1.45
1.03
1.001.001.00
1.00
1.00
1.00 0.94
0.72
0.42
0.22
Sector of system Group 1
upper Cross reinforcements (2nd layer) in Nodes , Design Case 1 , from 0 to 12.5
step 1.00 cm2/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΠΕΡΙΒΑΛΛΟΥΣΑ ΟΠΛΙΣΜΩΝ ΑΠΟ ΑΣΤΟΧΙΑ ΚΑΙ ΡΗΓΜΑΤΩΣΗ
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1 : 122XY
Z
14.59
14.40
13.5312.73 12.04
11.53
11.33
11.00
10.83
10.82
10.42
10.00
10.00
10.00
10.0
0
10.00
9.85
9.20
9.00
9.00
9.00
9.00
8.46 8.07
8.07
8.038.00 8.00
8.00
8.00
8.00
7.00
7.00
7.007.00
7.00
7.00
7.007.00
7.00
6.92
6.636.03
6.00
6.00
6.00
6.00
6.00
5.77
5.54
5.20
5.01
5.005.00
5.00
5.00
5.00
5.00
5.00
5.004.99
4.55
4.00
4.004.00
4.00
3.54
3.38
3.12
3.00
3.00
3.00
3.00
2.69
2.55
2.55
2.41
2.00
1.09
Sector of system Group 1
lower Principal reinforcements (1st layer) in Nodes , Design Case 1 , from 0 to 14.6
step 1.00 cm2/m
M 1 : 122XY
Z
14.38 12.6512.0012.00
11.67
11.00
10.36
10.00
10.00
10.00
9.00
9.00
9.00
9.00
8.64 8.42
8.15
8.00
8.00
8.00
7.97 7.53
7.00
7.00
7.007.00
7.00
6.73 6.54
6.45 6.16
6.00
6.00
5.28
5.24
5.16
5.16
5.00
5.00
5.00
5.00
5.00
4.86
4.76
4.52
4.50
4.00
4.00
4.00
4.00
4.00
4.00
3.10
3.093.003.00 3.00
3.00
3.00
3.00
3.00
2.66
2.01
2.00
2.00
2.002.00
1.64
1.61
1.44
1.381.29
1.17
1.11
1.02 1.00
1.00
Sector of system Group 1
lower Cross reinforcements (2nd layer) in Nodes , Design Case 1 , from 0 to 14.4
step 1.00 cm2/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΠΕΡΙΒΑΛΛΟΥΣΑ ΟΠΛΙΣΜΩΝ ΑΠΟ ΑΣΤΟΧΙΑ ΚΑΙ ΡΗΓΜΑΤΩΣΗ
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1 : 122XY
Z
18.88
17.77 17.51
17.0
0
16.08
15.43
15.00
15.00
15.00
15.00
13.0
0
13.00
13.00
13.00
12.99 12.44
12.00
11.5211.18
11.0
0
11.0011.00
10.0
0
10.00
10.0010.00
9.00
9.00
8.00
8.00
8.00
8.00
7.65
7.47
7.25
7.00
7.00
7.00
7.007.00
7.00
7.00
6.27
6.00
6.00
6.00
6.00
6.006.00
5.55
5.39
5.15
5.00
5.00
5.00
5.005.00
5.00
5.00
5.00
4.68
4.48
4.154.07
4.05
4.00
4.00
4.004.004.00
4.00
3.60
3.19
3.003.00 3.00
3.00
3.00
3.00
2.47
2.462.10
2.00
2.00
1.12
Sector of system Quadrilateral Elements Group 3
upper Principal reinforcements (1st layer) in Nodes , Design Case 1 , from 0 to 18.9
step 1.00 cm2/m
M 1 : 122XY
Z
12.53 8.60
8.58
8.00
7.00
7.00
6.42
6.00
6.00
5.76
5.71
5.005.00
5.00
5.00
5.00
5.00
4.86
4.67
4.59
4.50
4.24
4.00
4.00
4.00
4.00
4.004.00 3.55
3.18
3.00
3.00
3.00
3.003.00
3.00
3.00
3.00
3.003.00
3.00
2.32
2.30
2.002.002.00
2.00
2.00
2.00
2.00
2.00
2.00
1.86
1.45
1.45
1.03
1.001.001.00
1.00
1.00
1.00 0.94
0.72
0.42
0.22
Sector of system Quadrilateral Elements Group 3
upper Cross reinforcements (2nd layer) in Nodes , Design Case 1 , from 0 to 12.5
step 1.00 cm2/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΠΕΡΙΒΑΛΛΟΥΣΑ ΟΠΛΙΣΜΩΝ ΑΠΟ ΑΣΤΟΧΙΑ ΚΑΙ ΡΗΓΜΑΤΩΣΗ
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1 : 122XY
Z
14.59
14.40
13.5312.73 12.04
11.53
11.33
11.00
10.83
10.82
10.42
10.00
10.00
10.00
10.0
0
10.00
9.85
9.20
9.00
9.00
9.00
9.00
8.46 8.07
8.07
8.038.00 8.00
8.00
8.00
8.00
7.00
7.00
7.007.00
7.00
7.00
7.007.00
7.00
6.92
6.636.03
6.00
6.00
6.00
6.00
6.00
5.77
5.54
5.20
5.01
5.005.00
5.00
5.00
5.00
5.00
5.00
5.004.99
4.55
4.00
4.004.00
4.00
3.54
3.38
3.12
3.00
3.00
3.00
3.00
2.69
2.55
2.55
2.41
2.00
1.09
Sector of system Quadrilateral Elements Group 3
lower Principal reinforcements (1st layer) in Nodes , Design Case 1 , from 0 to 14.6
step 1.00 cm2/m
M 1 : 122XY
Z
14.38 12.6512.0012.00
11.67
11.00
10.36
10.00
10.00
10.00
9.00
9.00
9.00
9.00
8.64 8.42
8.15
8.00
8.00
8.00
7.97 7.53
7.00
7.00
7.007.00
7.00
6.73 6.54
6.45 6.16
6.00
6.00
5.28
5.24
5.16
5.16
5.00
5.00
5.00
5.00
5.00
4.86
4.76
4.52
4.50
4.00
4.00
4.00
4.00
4.00
4.00
3.10
3.093.003.00 3.00
3.00
3.00
3.00
3.00
2.66
2.01
2.00
2.00
2.002.00
1.64
1.61
1.44
1.381.29
1.17
1.11
1.02 1.00
1.00
Sector of system Quadrilateral Elements Group 3
lower Cross reinforcements (2nd layer) in Nodes , Design Case 1 , from 0 to 14.4
step 1.00 cm2/m
SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΠΕΡΙΒΑΛΛΟΥΣΑ ΟΠΛΙΣΜΩΝ ΑΠΟ ΑΣΤΟΧΙΑ ΚΑΙ ΡΗΓΜΑΤΩΣΗ
SO
FiS
TiK
AG
- w
ww
.sof
istik
.com
M 1
: 1
12X
Y
Z
15.7
315
.73
15.4
8
15.00
15.00
14.00
13.00
13.00
13.0
013
.00
12.00
11.0
911
.09
11.00
11.00
11.0
0
10.2
610
.26
10.00
9.00
8.00
8.00
8.00
8.00
7.64
7.00
7.00
7.00
7.00
7.00
7.00
6.75
6.24
6.00
6.00
6.00
6.00
6.00
6.00
5.20
5.20
5.00
5.00
5.00
5.00
5.00
5.00
5.00
5.00
4.05
4.05
4.00
4.00
4.00
4.00
4.00
3.00
3.00
3.00
3.00
1.00
1.00
0.0
0.0
Sec
tor
of s
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M 1
: 1
12X
Y
Z
5.58
5.58
5.00
5.00
4.91
4.91
4.53
4.25
4.00
4.00
4.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
3.00
2.77
2.77
2.27
2.27
2.00
2.00
2.00
2.00
2.00
2.00
1.09
1.09
1.00
1.00
1.00
1.00
1.00
1.00
0.0
0.0
Sec
tor
of s
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΠΕΡΙΒΑΛΛΟΥΣΑ ΟΠΛΙΣΜΩΝ ΑΠΟ ΑΣΤΟΧΙΑ ΚΑΙ ΡΗΓΜΑΤΩΣΗ
SO
FiS
TiK
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- w
ww
.sof
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M 1
: 1
12X
Y
Z
11.6
9
11.4
911
.49
11.00
10.4
510
.45
9.80
9.80
9.78
9.78
9.09
9.09
9.00 9.008.00
8.00
8.00
8.00
8.00
8.00
7.76
7.76
7.69
7.69
7.68
7.65
7.65
7.00
7.00
7.00
7.00
7.00
7.00
6.00
6.00
6.00
5.00
5.00
5.00
5.00
5.00
5.00
4.88
4.88
4.00
4.00
4.00
4.00
3.43
3.43
3.05
3.05
3.00
3.00
3.00
2.94
2.94
2.04
Sec
tor
of s
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.7 s
tep
1.00
cm
2/m
M 1
: 1
12X
Y
Z
10.7
510
.75
8.00
8.00
8.00
7.00
7.00
6.97
6.97
6.00
6.00
6.00
6.00
5.11
5.11
5.00
5.00
5.00
5.00
5.00
4.00
4.00
4.00
4.00
3.98
3.98
3.54
3.54
3.00
3.00
3.00
3.00
3.00
2.00
2.00
2.00
2.00
1.71
1.71
1.54
1.54
1.47
1.47
1.43
1.43
1.22
1.21
1.00
1.00
1.00
0.91
Sec
tor
of s
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΠΕΡΙΒΑΛΛΟΥΣΑ ΟΠΛΙΣΜΩΝ ΑΠΟ ΑΣΤΟΧΙΑ ΚΑΙ ΡΗΓΜΑΤΩΣΗ
SO
FiS
TiK
AG
- w
ww
.sof
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.com
M 1
: 1
12X
Y
Z
17.5
417
.54
16.00
16.00
15.1
0
15.00
14.00
14.00
14.0
0
13.00
13.0
0
12.00
11.00
11.0
0 11.0
0
11.0
0
10.00
10.00
9.00
9.00
8.76
8.76
8.59
8.59
8.52
8.00
8.00
8.00
7.00
7.00
7.00
7.00
7.00
6.76
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
6.00
5.00
5.00
5.00
5.00
5.00
5.004.69
4.69
4.01
4.01
4.00
4.00
4.00
4.00
4.00
4.00
3.85
3.85
3.20
3.20
3.00
3.00
2.00
2.00
1.00
1.00
0.70
0.70
Sec
tor
of s
yste
m Q
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ilate
ral E
lem
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Gro
up 4
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r P
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orce
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from
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.5 s
tep
1.00
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2/m
M 1
: 1
12X
Y
Z
6.03
6.03
5.49
5.26
5.26
5.00
5.00
4.90
4.90
4.81
4.81
4.38
4.38
4.32
4.32
4.00
4.00
4.00
4.00
3.64
3.45
3.45
3.00
3.00
3.00
3.00
3.00
3.00
3.00
2.00
2.00
2.00
2.00
2.00
2.00
1.24
1.24
1.14
1.14
1.00
1.00
1.00
1.00
0.14
0.14
Sec
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of s
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m2/
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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)
04-ΔΚΚΠΕΡΙΒΑΛΛΟΥΣΑ ΟΠΛΙΣΜΩΝ ΑΠΟ ΑΣΤΟΧΙΑ ΚΑΙ ΡΗΓΜΑΤΩΣΗ
SO
FiS
TiK
AG
- w
ww
.sof
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.com
M 1
: 1
12X
Y
Z
11.5
111
.51
10.0
7
9.92
9.92
9.72
9.43
9.43
9.01
9.01
9.00
9.00
9.00
8.79
8.54
8.54
8.00
8.00
8.00
8.00
8.00
8.00
7.52
7.52
7.00
7.00
7.00
7.00
7.00
7.00
7.00
6.00
6.00
6.00
6.00
6.00
6.00
5.00
5.00
5.00
5.00
5.00
5.00
4.68
4.68
4.14
4.14
4.00
4.00
4.00
3.57
3.57
3.11
3.00
3.00
3.00
2.07
2.07
2.00
2.00
1.92
1.92
Sec
tor
of s
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ral E
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Gro
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.5 s
tep
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2/m
M 1
: 1
12X
Y
Z
10.3
810
.38
8.00
8.00
8.00
7.06
7.06
7.00
7.00
6.00
6.00
5.87
5.87
5.00
5.00
5.00
5.00
5.00
4.00
4.00
4.00
4.00
3.86
3.86
3.39
3.39
3.00
3.00
3.002.
782.
78
2.05
2.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
1.27
1.04
1.02
1.02
1.00
1.00
1.00
1.00
1.00
1.00
0.41
0.41
Sec
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of s
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m2/
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