SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 Athens · SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 Athens WINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23) ΕΡΓΟ ΕΙΣΟΔΟΥ

Page 1

Page 2

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥ

SO

FiS

TiK

AG

- w

ww

.sof

istik

.com

M 1

: 2

29X

Y

ZX

* 0

.745

Y *

0.9

43Z

* 0

.745

Str

uctu

re

Page 3

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥ MONIMA

SO

FiS

TiK

AG

- w

ww

.sof

istik

.com

M 1

: 2

43X

Y

ZX

* 0

.74

5Y

* 0

.94

3Z

* 0

.74

5

10.00

10.0010.00

10.00

10.00

10.0

0

10.00

10.00

10.00

6.25

6.25

6.25

3.00

3.00

3.00

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

) (M

ax=

10.0

)

Page 4

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥ KINHTA ΟΡΟΦΗΣ

SO

FiS

TiK

AG

- w

ww

.sof

istik

.com

M 1

: 2

30X

Y

ZX

* 0

.74

5Y

* 0

.94

3Z

* 0

.74

5

5.00

5.00

5.00

5.00

5.00

5.00

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=

5.00

kN/m

2)

(Max

=5.

00)

Page 5

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥ ΥΔΡΟΣΤΑΤΙKH-->ΠΛΗΡΗΣ

SO

FiS

TiK

AG

- w

ww

.sof

istik

.com

M 1

: 2

19X

Y

ZX

* 0

.74

5Y

* 0

.94

3Z

* 0

.74

5

58.50

58.50

58.50

58.50

58.50

58.5

0

58.50

58.5

0

58.5

0

58.50

58.5

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

8.5)

(M

ax=

58.5

)

Page 6

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥ ΥΔΡΟΣΤΑΤΙKH-->ΥΠΕΡΠΛΗΡΩΣΗ

SO

FiS

TiK

AG

- w

ww

.sof

istik

.com

M 1

: 2

19X

Y

ZX

* 0

.74

5Y

* 0

.94

3Z

* 0

.74

5

70.00

70.00

70.00

70.00

70.00

70.0

0

70.00

70.0

0

70.0

0

70.00

70.0

0

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)

Page 7

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥ ΩΘΗΣΗ ΓΑΙΩΝ

SO

FiS

TiK

AG

- w

ww

.sof

istik

.com

M 1

: 2

38X

Y

ZX

* 0

.74

5Y

* 0

.94

3Z

* 0

.74

5

40.0

0

40.00

40.0

0

40.00

40.0

0

40.0

0

40.00

40.0

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=

20.0

kN/m

2),

Fre

e ar

ea lo

ad (

forc

e) o

n pr

ojec

tion

in g

loba

l Y (

Uni

t=20

.0 k

N/m

2)

(Min

=-4

0.0)

(M

ax=

40.0

)

Page 8

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥ ΩΘΗΣΗ KINHTWN

SO

FiS

TiK

AG

- w

ww

.sof

istik

.com

M 1

: 2

28X

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

)

Page 9

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥ ΔΥΝΑΜΙΚΗ ΩΘΗΣΗ ΓΑΙΩΝ Υ-Υ

SO

FiS

TiK

AG

- w

ww

.sof

istik

.com

M 1

: 2

23X

Y

ZX

* 0

.74

5Y

* 0

.94

3Z

* 0

.74

5

38.09

38.09

38.09

38.0

9

12.70

12.70

12.7

0

12.70

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=20

.0 k

N/m

2)

(Min

=-3

8.1)

(M

ax=

38.1

)

Page 10

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥ ΔΥΝΑΜΙΚΗ ΩΘΗΣΗ ΓΑΙΩΝ X-X

SO

FiS

TiK

AG

- w

ww

.sof

istik

.com

M 1

: 2

28X

Y

ZX

* 0

.74

5Y

* 0

.94

3Z

* 0

.74

5

38.0

9

38.09

38.0

9

38.0

9

12.70

12.7

0

12.7

0

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=20

.0 k

N/m

2)

(Min

=-3

8.1)

(M

ax=

38.1

)

Page 11

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥ ΥΔΡΟΔΥΝΑΜΙΚΗ Y-Y(EBP)

SO

FiS

TiK

AG

- w

ww

.sof

istik

.com

M 1

: 2

22X

Y

ZX

* 0

.74

5Y

* 0

.94

3Z

* 0

.74

533.80

33.80

33.80

33.80

5.38

5.38

5.38

5.38

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

=33

.8)

Page 12

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥ ΥΔΡΟΔΥΝΑΜΙΚΗ X-X(EBP)

SO

FiS

TiK

AG

- w

ww

.sof

istik

.com

M 1

: 2

26X

Y

ZX

* 0

.74

5Y

* 0

.94

3Z

* 0

.74

5

40.80

40.8

0

40.80

40.8

0

5.96

5.96

5.96

5.96

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

=40

.8)

Page 13

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥ ΥΔΡΟΔΥΝΑΜΙΚΗ Z-Z

SO

FiS

TiK

AG

- w

ww

.sof

istik

.com

M 1

: 2

19X

Y

ZX

* 0

.74

5Y

* 0

.94

3Z

* 0

.74

5

43.59

43.59

43.59

43.59

43.59

43.59

43.5

9

43.59

43.5

9

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

3.6)

(M

ax=

43.6

)

Page 14

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥ ΑΔΡΑΝΕΙΑΚΕΣ ΔΥΝΑΜΕΙΣ Y-Y

SO

FiS

TiK

AG

- w

ww

.sof

istik

.com

M 1

: 2

25X

Y

ZX

* 0

.74

5Y

* 0

.94

3Z

* 0

.74

5

2.65

2.652.65

2.65

2.65 2.65

2.652.65

2.65

1.65

1.65

1.65

1.65

1.65 1.19

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)

(Max

=2.

64)

Page 15

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥ ΑΔΡΑΝΕΙΑΚΕΣ ΔΥΝΑΜΕΙΣ Y-Y

SO

FiS

TiK

AG

- w

ww

.sof

istik

.com

M 1

: 2

31X

Y

ZX

* 0

.74

5Y

* 0

.94

3Z

* 0

.74

5

2.65

2.652.65

2.65

2.65 2.65

2.652.65

2.65

1.65

1.65

1.65

1.65

1.65

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)

(Max

=2.

64)

Page 16

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥ ΑΔΡΑΝΕΙΑΚΕΣ ΔΥΝΑΜΕΙΣ Z-Z

SO

FiS

TiK

AG

- w

ww

.sof

istik

.com

M 1

: 2

39X

Y

ZX

* 0

.74

5Y

* 0

.94

3Z

* 0

.74

5

8.57

8.578.57

8.57

8.57 8.57

8.578.57

8.57

5.36

5.36

5.36

3.35

3.35

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)

(Max

=8.

57)

Page 17

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥ ΥΔΡΟΔΥΝΑΜΙΚΗ Y-Y(IBP)

SO

FiS

TiK

AG

- w

ww

.sof

istik

.com

M 1

: 2

20X

Y

ZX

* 0

.74

5Y

* 0

.94

3Z

* 0

.74

5

29.84

29.84

29.84

29.84

8.96

8.96

8.96

8.96

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

=29

.8)

Page 18

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥ ΥΔΡΟΔΥΝΑΜΙΚΗ X-X(IBP)

SO

FiS

TiK

AG

- w

ww

.sof

istik

.com

M 1

: 2

19X

Y

ZX

* 0

.74

5Y

* 0

.94

3Z

* 0

.74

5

71.8

5

71.85

71.8

5

71.85

64.0

3

64.0

3

64.0

3

64.0

3

5.96

5.96

5.96

5.65

5.65

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

=-6

4.0)

(M

ax=

71.9

)

Page 19

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥ ΑΝΩΣΗ

SO

FiS

TiK

AG

- w

ww

.sof

istik

.com

M 1

: 2

43X

Y

ZX

* 0

.74

5Y

* 0

.94

3Z

* 0

.74

5

0.01

0.010.

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

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forc

e) o

n pr

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tion

in g

loba

l X (

Uni

t=0.

0050

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ree

area

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(fo

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on

proj

ectio

n in

glo

bal Y

(Uni

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kN

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) (M

in=

-0.0

100)

(M

ax=

0.01

00)

Page 20

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥ ΣΥΣΤΟΛΗ ΞΗΡΑΝΣΗΣ

SO

FiS

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AG

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M 1

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14.50

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14.5

0

14.50

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14.5

0

14.50

14.50

14.50 14.50

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14.5

0

14.50

14.50

14.50 14.50

10.6

0

10.60

10.6

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All

load

s (in

com

pone

nts)

, Lo

adca

se 1

0 ΣΥΣΤΟΛΗ

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(1

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D =

uni

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rea

elem

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iform

tem

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cha

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(Uni

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(Min

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(M

ax=

0)

Page 21

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥ ΟΜΟΙΟΜΟΡΦΗ ANOΔΟΣ ΘΕΡΜΟΚΡΑΣΙΑΣ

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M 1

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27.00

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27.0

0

27.00

27.0

0

27.00

27.0027.0

0

27.00

27.0

0

27.00

27.00

27.00 27.00

27.0027.0

0

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0

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27.00

27.0

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27.00A

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ads

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Load

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11 ΟΜΟΙΟΜΟΡΦΗ

AN

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elem

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iform

tem

pera

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cha

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(Uni

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=27

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Page 22

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥ ΟΜΟΙΟΜΟΡΦΗ ΠΤΩΣΗ ΘΕΡΜΟΚΡΑΣΙΑΣ

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M 1

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Y

ZX

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* 0

.94

3Z

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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

8.008.00

8.00

8.00

8.00

8.00

8.00

8.00

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, Lo

adca

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2 ΟΜΟΙΟΜΟΡΦΗ

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(Uni

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(Min

=-8

.00)

(M

ax=

0)

Page 23

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ

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80

.23

-43.

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20.0

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00

-20.

00

15.0

0

12

.37

12

.26

-12.

21

9.0

09

.00

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5.00

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of s

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M 1

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71X

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.29

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05

63

.29

62

.76

62

.76

-62.

67

-61.

04

40.00

-40.

00

20.00 20.00

15

.71

15

.58

Sec

tor

of s

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0

Be

nd

ing

mo

me

nt m

-yy

in lo

cal y

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es

, Loa

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3.3

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0 kN

m/m

M 1

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71X

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-37

.78

18

.27

-37.

78

-37.

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00

18

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0

Sec

tor

of s

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0

Mem

bran

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n-xx

in lo

cal x

in N

odes

, Loa

dcas

e 1

MO

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A

, fro

m -

37.8

to 1

8.3

step

20.

0 kN

/m

M 1

: 6

71X

YZ

-52

.10

2.9

4

-52.

10

-51.

93-5

1.93

-20.

00

-20.

00

2.8

0

-0.4

8-0

.48

0.0

Sec

tor

of s

yste

m G

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0

Mem

bran

e fo

rce

n-yy

in lo

cal y

in N

odes

, Loa

dcas

e 1

MO

NIM

A

, fro

m -

52.1

to 2

.94

step

20.

0 kN

/m

Page 24

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ

SO

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M 1

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32

-24.

31

-15.

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-15.

76-1

5.76

-10.

00

-10.00

-4.6

2-4

.62

-4.6

2-4

.62

Sec

tor

of s

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0

Be

nd

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mo

me

nt m

-xx

in lo

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in N

od

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Υ∆ΡΟΣΤΑΤΙK

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0.1

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M 1

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71X

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-80.

01

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01

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-50.00

-40.00

-25.

00

-12.

65

-12.

65

-10.

00

-5.0

0-2

.05

Sec

tor

of s

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nd

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mo

me

nt m

-yy

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cal y

in N

od

es

, Loa

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e 2

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rom

-80

.0 to

-2.

05 s

tep

5.00

kN

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M 1

: 6

71X

YZ

11

5.9

2

-33

.67

11

5.9

2

10

7.3

4

100.

00

100.

00

80.0

0

80.0

0

40.0

0

-33.

67

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 2

Υ∆ΡΟΣΤΑΤΙK

H--

>ΠΛΗΡΗΣ

, f

rom

-33

.7 to

115

.9 s

tep

20.0

kN

/m

M 1

: 6

71X

YZ

13

8.9

7

-53

.93

13

8.9

7

13

3.2

91

33

.29

120.

00

120.

0010

0.00

80.0

0

-53.

93

-53.

89-5

3.89

Sec

tor

of s

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m G

roup

0

Mem

bran

e fo

rce

n-yy

in lo

cal y

in N

odes

, Loa

dcas

e 2

Υ∆ΡΟΣΤΑΤΙK

H--

>ΠΛΗΡΗΣ

, f

rom

-53

.9 to

139

.0 s

tep

20.0

kN

/m

Page 25

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ

SO

FiS

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- w

ww

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istik

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M 1

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71X

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11

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.46

6.5

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.52

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26

.52

5.00

5.0

0

2.1

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.18

2.1

82

.18

1.2

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1

Sec

tor

of s

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mo

me

nt m

-xx

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in N

od

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11.

5 st

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.00

kNm

/m

M 1

: 6

71X

YZ

33

.14

33

.14

33

.14

33

.14

30.00

30.00

25.00

20.00

15.0

0

10.0

0

5.3

7

5.3

7

5.00

5.0

0

1.2

2

1.2

2

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 3 ΩΘΗΣΗ

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rom

1.2

2 to

33.

1 st

ep 5

.00

kNm

/m

M 1

: 6

71X

YZ

-59

.34

-59

.34

-55

.73

-55

.73

-54

.98

-54

.98

-54

.96

-54

.96

- 40

.00

-40

.00

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 3 ΩΘΗΣΗ

ΓΑΙΩΝ

, f

rom

-59

.3 to

11.

9 st

ep 2

0.0

kN/m

M 1

: 6

71X

YZ

-71

.05

19

.35

-71

.05

-68

.89

-68

.89-60.

00

-60.

00

-40.

00

-34

.65 -20.00

19

.35

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 3 ΩΘΗΣΗ

ΓΑΙΩΝ

, f

rom

-71

.0 to

19.

4 st

ep 2

0.0

kN/m

Page 26

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ

SO

FiS

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AG

- w

ww

.sof

istik

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M 1

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71X

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3.0

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7

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22

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2.0

22

.02

0.5

80

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0.5

80

.58

0.3

6

0.3

6

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Sec

tor

of s

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mo

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5.0

0 kN

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M 1

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71X

YZ

10

.26

10

.26

10

.26

10

.26

10.00 10.00

5.00

5.0

0

1.6

2

1.6

2

0.2

50

.25

0.2

50

.25

Sec

tor

of s

yste

m G

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0

Be

nd

ing

mo

me

nt m

-yy

in lo

cal y

in N

od

es

, Loa

dcas

e 4 ΩΘΗΣΗ

ΚΙΝΗΤΩΝ

, f

rom

0.2

51 to

10.

3 st

ep 5

.00

kNm

/m

M 1

: 6

71X

YZ

-13

.96

4.9

2

-13.

96

-12.

25

-12.

25

4.9

2

4.9

20

.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 4 ΩΘΗΣΗ

ΚΙΝΗΤΩΝ

, f

rom

-14

.0 to

4.9

2 st

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0.0

kN/m

M 1

: 6

71X

YZ

-16

.32

7.5

7

-16

.32

-15

.55

-15

.55

7.5

7

7.5

67

.56

-4.9

7

-4.9

4

Sec

tor

of s

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m G

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0

Mem

bran

e fo

rce

n-yy

in lo

cal y

in N

odes

, Loa

dcas

e 4 ΩΘΗΣΗ

ΚΙΝΗΤΩΝ

, f

rom

-16

.3 to

7.5

7 st

ep 2

0.0

kN/m

Page 27

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ

SO

FiS

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- w

ww

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M 1

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71X

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11

.40

-28

.54

-20.

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-20.

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11

.40

11

.40

11

.40

10.0

0

10.0

0

9.8

7

9.8

6

1.8

1

1.8

1

Sec

tor

of s

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0

Be

nd

ing

mo

me

nt m

-xx

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in N

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es

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e 5 ∆ΥΝΑΜΙΚΗ

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rom

-28

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11.

4 st

ep 5

.00

kNm

/m

M 1

: 6

71X

YZ

57

.75

-5.6

8

57

.75

57

.74

57

.74

55.00 55.00

50.00 50.00

40.00

30.0

0

20.00

8.3

8

8.3

8

-5.6

8 5.00

0.0

Sec

tor

of s

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m G

roup

0

Be

nd

ing

mo

me

nt m

-yy

in lo

cal y

in N

od

es

, Loa

dcas

e 5 ∆ΥΝΑΜΙΚΗ

ΩΘΗΣΗ

ΓΑΙΩΝ

Υ-Υ

, f

rom

-5.

68 to

57.

7 st

ep 5

.00

kNm

/m

M 1

: 6

71X

YZ

-41.

14

31

.02

-41

.14

-40

.00

31

.02

30

.99

30

.99

-20.

00

-20.

00

0.0 0.

0

Sec

tor

of s

yste

m G

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0

Mem

bran

e fo

rce

n-xx

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cal x

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odes

, Loa

dcas

e 5 ∆ΥΝΑΜΙΚΗ

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, f

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-41

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31.

0 st

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0.0

kN/m

M 1

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71X

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-80

.12

58

.31

-80

.11

-74

.87

-74

.87

-60.

00

-60.

00

58

.31

58

.23

58

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00

Sec

tor

of s

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m G

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Mem

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58.

3 st

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0.0

kN/m

Page 28

SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

ΕΡΓΟ ΕΙΣΟΔΟΥΑΠΟΤΕΛΕΣΜΑΤΑ ΜΕΜΟΝΩΜΕΝΩΝ ΔΡΑΣΕΩΝ

SO

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- w

ww

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M 1

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7

40

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10.0

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7

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6

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7

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7

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Sec

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of s

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Be

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40.

7 st

ep 5

.00

kNm

/m

M 1

: 6

71X

YZ

-13.

46

8.3

4

-13.

46

-13.

43-1

3.43

8.3

3

0.6

2

Sec

tor

of s

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m G

roup

0

Be

nd

ing

mo

me

nt m

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in lo

cal y

in N

od

es

, Loa

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-13

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8.3

4 st

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SOFiSTiK Hellas S.A. * 3rd Septembriou 56 * 10433 AthensWINGRAF - GRAPHICS FOR FINITE ELEMENTS (V 14.99-23)

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