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1. Slab: Plate6...31 - Panel no. 6

1.1. Reinforcement:

Type : RC floor2Y

Main reinforcement direction : 90 Main reinforcement grade : B500B; Characteristic strength 500!00 M"a

Bar diameters #ottom d$ $!0 %cm& d2 $!0 %cm&top d$ $!0 %cm& d2 $!0 %cm&

Co'er #ottom c$ 2!0 %cm&top c2 2!0 %cm&

1.2. Concrete

Class : C25()0; Characteristic strength 25!00 M"a

*ensity : 250$!)+ %,-(m)&

1.3. Hypothesis

Calc.lations according to : / $9921$1$:2003C:2004

Method of reinforcement area calc.lations : analytical

Crac,ing1 .pper layer : 01 lo6er layer : 0

3llo6a#le deflection : )!0 %cm&

7erification of p.nching : yes

8ire rating : 0 h

Calc.lation type : simple #ending

1.4. Slab geometry

Thic,ness 0!20 %m&

Contor:e!ge beginning en! length

"1 y1 "2 y2 #m$$ 0!00 !00 5!00 !00 5!002 5!00 !00 5!00 0!00 !00) 5!00 0!00 0!00 0!00 5!00

0!00 0!00 0!00 !00 !00

Spport:n% &ame !imensions coor!inates e!ge

#m$ " y2 linear 0!)0 ( 5!00 2!50 0!00 2 linear !00 ( 0!)0 5!00 2!00 2 point 0!5 ( 0!5 5!00 0!00 2 point 0!5 ( 0!5 5!00 0!00 ) linear !00 ( 0!)0 0!00 2!00

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) point 0!5 ( 0!5 0!00 0!00 ) point 0!5 ( 0!5 0!00 0!00 29 linear 0!$5 ( 5!00 2!50 !00 2 linear 5!00 ( 0!)0 5!00 12!50 ) linear 5!00 ( 0!)0 0!00 12!50 $ linear 0!)0 ( 5!00 !50 0!00 ) linear 0!)0 ( 5!00 12!50 0!00 1 head present

1.'. Calclation reslts:

1.'.1. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

"ro'ided reinforcement %cm2(m&:)!59 )!59 )!4$)!59

Modified re

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0!00;!00

Coordinates %m& 10!50;!50;!00 1!00;)!00;!00 10!50;!50;!00

1!00;)!00;!00 1 Coordinates in the str.ct.re glo#al coordinate system

1.'.4. eflection

Af%@&A 0!0 %cm& fdop%@& )!0 %cm&Af%1&A 0!0 %cm& fdop%1& )!0 %cm&

2. Slab: Plate6...31 - Panel no. 2

2.1. Reinforcement:

Type : RC floor2

Main reinforcement direction : 0

Main reinforcement grade : B500B; Characteristic strength 500!00 M"a

Bar diameters #ottom d$ $!0 %cm& d2 $!0 %cm&top d$ $!0 %cm& d2 $!0 %cm&

Co'er #ottom c$ 2!0 %cm&top c2 2!0 %cm&

2.2. Concrete

Class : C25()0; Characteristic strength 25!00 M"a

*ensity : 250$!)+ %,-(m)&

2.3. Hypothesis

Calc.lations according to : / $9921$1$:2003C:2004

Method of reinforcement area calc.lations : analytical

Crac,ing1 .pper layer : 01 lo6er layer : 0

3llo6a#le deflection : )!0 %cm&

7erification of p.nching : yes

8ire rating : 0 h

Calc.lation type : simple #ending

2.4. Slab geometry

Thic,ness 0!20 %m&

Contor:e!ge beginning en! length

"1 y1 "2 y2 #m$$ 0!00 0!00 5!00 0!00 5!002 5!00 0!00 5!00 15!00 5!00

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) 5!00 15!00 0!00 15!00 5!00 0!00 15!00 0!00 0!00 5!00

Spport:n% &ame !imensions coor!inates e!ge

#m$ " y2 linear 0!)0 ( 5!00 2!50 0!00 2 linear !00 ( 0!)0 5!00 2!00 2 point 0!5 ( 0!5 5!00 0!00 2 point 0!5 ( 0!5 5!00 0!00 ) linear !00 ( 0!)0 0!00 2!00 ) point 0!5 ( 0!5 0!00 0!00 ) point 0!5 ( 0!5 0!00 0!00 2 linear 5!00 ( 0!)0 5!00 12!50 ) linear 5!00 ( 0!)0 0!00 12!50 + linear 0!)0 ( 5!00 2!50 15!00 + point 0!5 ( 0!5 5!00 15!00 + point 0!5 ( 0!5 5!00 15!00 4 point 0!5 ( 0!5 0!00 15!00 4 point 0!5 ( 0!5 0!00 15!00

$ linear 0!)0 ( 5!00 !50 0!00 5 linear 0!)0 ( 5!00 !50 15!00 + linear 5!00 ( 0!)0 5!00 1!50 4 linear 5!00 ( 0!)0 0!00 1!50 ) linear 0!)0 ( 5!00 12!50 0!00 linear 0!)0 ( 5!00 12!50 15!00 1 head present

2.'. Calclation reslts:

2.'.1. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

"ro'ided reinforcement %cm2(m&:)!59 +!24 )!4$)!59

Modified re

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3y%@& %cm2(m& )!4()!4$ )!$()!59 3+4,3+1)!$()!59

3y%1& %cm2(m& )!$()!59 )!$()!59 )!$()!593+14,3+'

/0SM?? %,m(m& +!9 $$!$5 +!9

$$!$5

Myy %,m(m& $)!5) $0!9 $)!5)$0!9

M?y %,m(m& 1$!5+ 2!0 1$!5+2!0

?? %,(m& 0!5 0!5 0!50!5

yy %,(m& 15!$ 1$$!++ 15!$1$$!++

?y %,(m& 1)!0 $!) 1)!0$!)

Coordinates %m& !50;0!00 0!00;0!00 !50;0!00

0!00;0!00

Coordinates %m& 0!00;!50;!00 0!00;)!00;!00 0!00;!50;!00

0!00;)!00;!00 1 Coordinates in the str.ct.re glo#al coordinate system

2.'.4. eflectionAf%@&A 0!0 %cm& fdop%@& )!0 %cm&Af%1&A 0!0 %cm& fdop%1& )!0 %cm&

3. Slab: Plate6...31 - Panel no. 21

3.1. Reinforcement:

Type : RC floor2

Main reinforcement direction : 0

Main reinforcement grade : B500B; Characteristic strength 500!00 M"a

Bar diameters #ottom d$ $!0 %cm& d2 $!0 %cm&top d$ $!0 %cm& d2 $!0 %cm&

Co'er #ottom c$ 2!0 %cm&top c2 2!0 %cm&

3.2. Concrete

Class : C25()0; Characteristic strength 25!00 M"a

*ensity : 250$!)+ %,-(m)&

3.3. Hypothesis

Calc.lations according to : / $9921$1$:2003C:2004

Method of reinforcement area calc.lations : analytical

Crac,ing

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1 .pper layer : 01 lo6er layer : 0

3llo6a#le deflection : )!0 %cm&

7erification of p.nching : yes

8ire rating : 0 h

Calc.lation type : simple #ending

3.4. Slab geometry

Thic,ness 0!20 %m&

Contor:e!ge beginning en! length

"1 y1 "2 y2 #m$$ 0!00 1$0!00 5!00 1$0!00 5!002 5!00 1$0!00 5!00 1$5!00 5!00) 5!00 1$5!00 0!00 1$5!00 5!00 0!00 1$5!00 0!00 1$0!00 5!00

Spport:n% &ame !imensions coor!inates e!ge

#m$ " y$0 linear 0!)0 ( 5!00 2!50 1$0!00 $0 linear 5!00 ( 0!)0 5!00 1$2!50 $0 point 0!5 ( 0!5 5!00 1$0!00 $0 point 0!5 ( 0!5 5!00 1$0!00 $$ linear 5!00 ( 0!)0 0!00 1$2!50 $$ point 0!5 ( 0!5 0!00 1$0!00 $$ point 0!5 ( 0!5 0!00 1$0!00 $ linear 0!)0 ( 5!00 2!50 1$5!00 $ point 0!5 ( 0!5 5!00 1$5!00

$ point 0!5 ( 0!5 5!00 1$5!00 $5 point 0!5 ( 0!5 0!00 1$5!00 $5 point 0!5 ( 0!5 0!00 1$5!00 + linear 5!00 ( 0!)0 5!00 1!50 4 linear 5!00 ( 0!)0 0!00 1!50 $0 linear 0!)0 ( 5!00 !50 1$0!00 $) linear 0!)0 ( 5!00 !50 1$5!00 $$ linear 0!)0 ( 5!00 12!50 1$0!00 $5 linear 0!)0 ( 5!00 12!50 1$5!00 $ linear 5!00 ( 0!)0 5!00 1$!50 $5 linear 5!00 ( 0!)0 0!00 1$!50 1 head present

3.'. Calclation reslts:

3.'.1. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

"ro'ided reinforcement %cm2(m&:$9!2 $+!+ )!59

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)!59Modified re

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Bar diameters #ottom d$ $!0 %cm& d2 $!0 %cm&top d$ $!0 %cm& d2 $!0 %cm&

Co'er #ottom c$ 2!0 %cm&top c2 2!0 %cm&

4.2. Concrete

Class : C25()0; Characteristic strength 25!00 M"a

*ensity : 250$!)+ %,-(m)&

4.3. Hypothesis

Calc.lations according to : / $9921$1$:2003C:2004

Method of reinforcement area calc.lations : analytical

Crac,ing1 .pper layer : 0

1 lo6er layer : 0 3llo6a#le deflection : )!0 %cm&

7erification of p.nching : yes

8ire rating : 0 h

Calc.lation type : simple #ending

4.4. Slab geometry

Thic,ness 0!20 %m&

Contor:e!ge beginning en! length

"1 y1 "2 y2 #m$$ 5!00 0!00 $0!00 0!00 5!002 $0!00 0!00 $0!00 15!00 5!00) $0!00 15!00 5!00 15!00 5!00 5!00 15!00 5!00 0!00 5!00

Spport:n% &ame !imensions coor!inates e!ge

#m$ " y2 linear 0!)0 ( 5!00 2!50 0!00 2 linear !00 ( 0!)0 5!00 2!00 2 point 0!5 ( 0!5 5!00 0!00 2 point 0!5 ( 0!5 5!00 0!00

2 linear 5!00 ( 0!)0 5!00 12!50 + linear 0!)0 ( 5!00 2!50 15!00 + point 0!5 ( 0!5 5!00 15!00 + point 0!5 ( 0!5 5!00 15!00 $ linear 0!)0 ( 5!00 !50 0!00 $ linear 5!00 ( 0!)0 $0!00 12!50 $ point 0!5 ( 0!5 $0!00 0!00 $ point 0!5 ( 0!5 $0!00 0!00 5 linear 0!)0 ( 5!00 !50 15!00

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5 point 0!5 ( 0!5 $0!00 15!00 5 point 0!5 ( 0!5 $0!00 15!00 + linear 5!00 ( 0!)0 5!00 1!50 2 linear 5!00 ( 0!)0 9!00 1!50 1 head present

4.'. Calclation reslts:

4.'.1. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

"ro'ided reinforcement %cm2(m&:!$4 )!59 4!$$)!59

Modified re

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4.'.4. eflectionAf%@&A 0!0 %cm& fdop%@& )!0 %cm&Af%1&A 0!0 %cm& fdop%1& )!0 %cm&

'. Slab: Plate6...31 - Panel no. 11

'.1. Reinforcement:

Type : RC floor2

Main reinforcement direction : 0

Main reinforcement grade : B500B; Characteristic strength 500!00 M"a

Bar diameters #ottom d$ $!0 %cm& d2 $!0 %cm&top d$ $!0 %cm& d2 $!0 %cm&

Co'er #ottom c$ 2!0 %cm&top c2 2!0 %cm&

'.2. Concrete

Class : C25()0; Characteristic strength 25!00 M"a

*ensity : 250$!)+ %,-(m)&

'.3. Hypothesis

Calc.lations according to : / $9921$1$:2003C:2004

Method of reinforcement area calc.lations : analytical

Crac,ing1 .pper layer : 01 lo6er layer : 0

3llo6a#le deflection : )!0 %cm&

7erification of p.nching : yes

8ire rating : 0 h

Calc.lation type : simple #ending

'.4. Slab geometry

Thic,ness 0!20 %m&

Contor:e!ge beginning en! length

"1 y1 "2 y2 #m$$ 0!00 15!00 5!00 15!00 5!002 5!00 15!00 5!00 1$0!00 5!00) 5!00 1$0!00 0!00 1$0!00 5!00 0!00 1$0!00 0!00 15!00 5!00

Spport:

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n% &ame !imensions coor!inates e!ge#m$ " y

2 linear 5!00 ( 0!)0 5!00 12!50 ) linear 5!00 ( 0!)0 0!00 12!50 + linear 0!)0 ( 5!00 2!50 15!00 + point 0!5 ( 0!5 5!00 15!00 + point 0!5 ( 0!5 5!00 15!00 4 point 0!5 ( 0!5 0!00 15!00 4 point 0!5 ( 0!5 0!00 15!00 $0 linear 0!)0 ( 5!00 2!50 1$0!00 $0 linear 5!00 ( 0!)0 5!00 1$2!50 $0 point 0!5 ( 0!5 5!00 1$0!00 $0 point 0!5 ( 0!5 5!00 1$0!00 $$ linear 5!00 ( 0!)0 0!00 1$2!50 $$ point 0!5 ( 0!5 0!00 1$0!00 $$ point 0!5 ( 0!5 0!00 1$0!00 5 linear 0!)0 ( 5!00 !50 15!00 + linear 5!00 ( 0!)0 5!00 1!50 4 linear 5!00 ( 0!)0 0!00 1!50 0 linear 0!20 ( 2!50 )!25 1+!00

0 linear 0!20 ( 2!50 )!25 1+!00 0 linear 2!50 ( 0!20 !50 1!25 0 linear 2!50 ( 0!20 !50 1!25 0 linear 0!20 ( 2!50 )!25 14!50 0 linear 0!20 ( 2!50 )!25 14!50 $0 linear 0!)0 ( 5!00 !50 1$0!00 linear 0!)0 ( 5!00 12!50 15!00 $$ linear 0!)0 ( 5!00 12!50 1$0!00 1 head present

'.'. Calclation reslts:

'.'.1. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

"ro'ided reinforcement %cm2(m&:)!59 )!59 )!59)!59

Modified re

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)!$()!593?%1& %cm2(m& )!$()!59 3+14,3+' )!$()!59

)!$()!593y%@& %cm2(m& )!$()!59 )!$()!59 3+14,3+'

)!$()!593y%1& %cm2(m& )!$()!59 )!$()!59 )!$()!59

3+14,3+'

/0SM?? %,m(m& )!00 )!00 )!00

)!00Myy %,m(m& +!0) +!0) +!0)

+!0)M?y %,m(m& 2!95 2!95 2!95

2!95

?? %,(m& $!$4 $!$4 $!$4$!$4

yy %,(m& 1!+) 1!+) 1!+)1!+)

?y %,(m& $!90 $!90 $!90$!90

Coordinates %m& 0!50;15!50 0!50;15!50 0!50;15!500!50;15!50

Coordinates %m& 5!50;)!50;!00 5!50;)!50;!00 5!50;)!50;!00

5!50;)!50;!00 1 Coordinates in the str.ct.re glo#al coordinate system

'.'.4. eflectionAf%@&A 0!0 %cm& fdop%@& )!0 %cm&Af%1&A 0!0 %cm& fdop%1& )!0 %cm&

6. Slab: Plate6...31 - Panel no. 12

6.1. Reinforcement:

Type : RC floor2

Main reinforcement direction : 0

Main reinforcement grade : B500B; Characteristic strength 500!00 M"a

Bar diameters #ottom d$ $!0 %cm& d2 $!0 %cm&top d$ $!0 %cm& d2 $!0 %cm&

Co'er #ottom c$ 2!0 %cm&top c2 2!0 %cm&

6.2. Concrete

Class : C25()0; Characteristic strength 25!00 M"a

*ensity : 250$!)+ %,-(m)&

6.3. Hypothesis

Calc.lations according to : / $9921$1$:2003C:2004

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Method of reinforcement area calc.lations : analytical

Crac,ing1 .pper layer : 01 lo6er layer : 0

3llo6a#le deflection : )!0 %cm&

7erification of p.nching : yes 8ire rating : 0 h

Calc.lation type : simple #ending

6.4. Slab geometry

Thic,ness 0!20 %m&

Contor:e!ge beginning en! length

"1 y1 "2 y2 #m$$ 5!00 15!00 9!00 15!00 !00

2 9!00 15!00 9!00 1$0!00 5!00) 9!00 1$0!00 5!00 1$0!00 !00 5!00 1$0!00 5!00 15!00 5!00

Spport:n% &ame !imensions coor!inates e!ge

#m$ " y2 linear 5!00 ( 0!)0 5!00 12!50 + linear 0!)0 ( 5!00 2!50 15!00 + point 0!5 ( 0!5 5!00 15!00 + point 0!5 ( 0!5 5!00 15!00 $0 linear 0!)0 ( 5!00 2!50 1$0!00 $0 linear 5!00 ( 0!)0 5!00 1$2!50 $0 point 0!5 ( 0!5 5!00 1$0!00

$0 point 0!5 ( 0!5 5!00 1$0!00 5 linear 0!)0 ( 5!00 !50 15!00 + linear 5!00 ( 0!)0 5!00 1!50 $0 linear 0!)0 ( 5!00 !50 1$0!00 2 linear 5!00 ( 0!)0 9!00 1!50 1 head present

6.'. Calclation reslts:

6.'.1. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

"ro'ided reinforcement %cm2(m&:)!59 )!59 )!59)!59

Modified re

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)!$Coordinates %m&:

5!00;15!00 5!00;15!00 5!00;15!005!00;15!00

6.'.2. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

>ym#ol: re

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.2. Concrete

Class : C25()0; Characteristic strength 25!00 M"a

*ensity : 250$!)+ %,-(m)&

.3. Hypothesis

Calc.lations according to : / $9921$1$:2003C:2004

Method of reinforcement area calc.lations : analytical

Crac,ing1 .pper layer : 01 lo6er layer : 0

3llo6a#le deflection : )!0 %cm&

7erification of p.nching : yes

8ire rating : 0 h

Calc.lation type : simple #ending

.4. Slab geometry

Thic,ness 0!20 %m&

Contor:e!ge beginning en! length

"1 y1 "2 y2 #m$$ $0!00 0!00 $2!00 0!00 2!002 $2!00 0!00 $2!00 15!00 5!00) $2!00 15!00 $0!00 15!00 2!00 $0!00 15!00 $0!00 0!00 5!00

Spport:n% &ame !imensions coor!inates e!ge

#m$ " y$ linear 0!)0 ( 5!00 !50 0!00 $ linear 5!00 ( 0!)0 $0!00 12!50 $ point 0!5 ( 0!5 $0!00 0!00 $ point 0!5 ( 0!5 $0!00 0!00 5 linear 0!)0 ( 5!00 !50 15!00 5 point 0!5 ( 0!5 $0!00 15!00 5 point 0!5 ( 0!5 $0!00 15!00 1 head present

.'. Calclation reslts:

.'.1. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

"ro'ided reinforcement %cm2(m&:!$4 )!59 +2!4)

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)!59Modified re

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Bar diameters #ottom d$ $!0 %cm& d2 $!0 %cm&top d$ $!0 %cm& d2 $!0 %cm&

Co'er #ottom c$ 2!0 %cm&top c2 2!0 %cm&

.2. Concrete

Class : C25()0; Characteristic strength 25!00 M"a

*ensity : 250$!)+ %,-(m)&

.3. Hypothesis

Calc.lations according to : / $9921$1$:2003C:2004

Method of reinforcement area calc.lations : analytical

Crac,ing1 .pper layer : 0

1 lo6er layer : 0 3llo6a#le deflection : )!0 %cm&

7erification of p.nching : yes

8ire rating : 0 h

Calc.lation type : simple #ending

.4. Slab geometry

Thic,ness 0!20 %m&

Contor:e!ge beginning en! length

"1 y1 "2 y2 #m$$ 9!00 15!00 $$!00 15!00 2!002 $$!00 15!00 $$!00 1$0!00 5!00) $$!00 1$0!00 9!00 1$0!00 2!00 9!00 1$0!00 9!00 15!00 5!00

Spport:n% &ame !imensions coor!inates e!ge

#m$ " y$ linear 5!00 ( 0!)0 $0!00 12!50 5 linear 0!)0 ( 5!00 !50 15!00 5 point 0!5 ( 0!5 $0!00 15!00 5 point 0!5 ( 0!5 $0!00 15!00

$0 linear 0!)0 ( 5!00 !50 1$0!00 2 linear 5!00 ( 0!)0 9!00 1!50 9 point 0!5 ( 0!5 $0!00 1$0!00 9 point 0!5 ( 0!5 $0!00 1$0!00 9 linear 5!00 ( 0!)0 $0!00 1$2!50 1 head present

.'. Calclation reslts:

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.'.1. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

"ro'ided reinforcement %cm2(m&:!$4 )!59 +2!4))!59

Modified re

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.1. Reinforcement:

Type : RC floor2

Main reinforcement direction : 0

Main reinforcement grade : B500B; Characteristic strength 500!00 M"a Bar diameters #ottom d$ $!0 %cm& d2 $!0 %cm&

top d$ $!0 %cm& d2 $!0 %cm&

Co'er #ottom c$ 2!0 %cm&top c2 2!0 %cm&

.2. Concrete

Class : C25()0; Characteristic strength 25!00 M"a

*ensity : 250$!)+ %,-(m)&

.3. Hypothesis

Calc.lations according to : / $9921$1$:2003C:2004

Method of reinforcement area calc.lations : analytical

Crac,ing1 .pper layer : 01 lo6er layer : 0

3llo6a#le deflection : )!0 %cm&

7erification of p.nching : yes

8ire rating : 0 h

Calc.lation type : simple #ending

.4. Slab geometry

Thic,ness 0!20 %m&

Contor:e!ge beginning en! length

"1 y1 "2 y2 #m$$ 5!00 1$0!00 $0!00 1$0!00 5!002 $0!00 1$0!00 $0!00 1$5!00 5!00) $0!00 1$5!00 5!00 1$5!00 5!00 5!00 1$5!00 5!00 1$0!00 5!00

Spport:n% &ame !imensions coor!inates e!ge

#m$ " y$0 linear 0!)0 ( 5!00 2!50 1$0!00 $0 linear 5!00 ( 0!)0 5!00 1$2!50 $0 point 0!5 ( 0!5 5!00 1$0!00 $0 point 0!5 ( 0!5 5!00 1$0!00 $ linear 0!)0 ( 5!00 2!50 1$5!00 $ point 0!5 ( 0!5 5!00 1$5!00

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$ point 0!5 ( 0!5 5!00 1$5!00 + linear 5!00 ( 0!)0 5!00 1!50 $0 linear 0!)0 ( 5!00 !50 1$0!00 2 linear 5!00 ( 0!)0 9!00 1!50 9 point 0!5 ( 0!5 $0!00 1$0!00 9 point 0!5 ( 0!5 $0!00 1$0!00 9 linear 5!00 ( 0!)0 $0!00 1$2!50 $) linear 0!)0 ( 5!00 !50 1$5!00 $) point 0!5 ( 0!5 $0!00 1$5!00 $) point 0!5 ( 0!5 $0!00 1$5!00 $ linear 5!00 ( 0!)0 5!00 1$!50 $ linear 5!00 ( 0!)0 9!00 1$!50 1 head present

.'. Calclation reslts:

.'.1. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

"ro'ided reinforcement %cm2(m&:!$4 )!59 4!$$)!59

Modified re

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2!+?y %,(m& 2!44 1$!9 1)!)5

1$!9

Coordinates %m& 9!50;1$0!00 5!00;1$0!00 9!50;1$!50

5!00;1$0!00

Coordinates %m& $0!00;$2!50;!00 $0!00;4!00;!00 $!50;$2!50;!00

$0!00;4!00;!00 1 Coordinates in the str.ct.re glo#al coordinate system

.'.4. eflectionAf%@&A 0!0 %cm& fdop%@& )!0 %cm&Af%1&A 0!0 %cm& fdop%1& )!0 %cm&

1. Slab: Plate6...31 - Panel no. 16

1.1. Reinforcement:

Type : RC floor2 Main reinforcement direction : 0

Main reinforcement grade : B500B; Characteristic strength 500!00 M"a

Bar diameters #ottom d$ $!0 %cm& d2 $!0 %cm&top d$ $!0 %cm& d2 $!0 %cm&

Co'er #ottom c$ 2!0 %cm&top c2 2!0 %cm&

1.2. Concrete

Class : C25()0; Characteristic strength 25!00 M"a

*ensity : 250$!)+ %,-(m)&

1.3. Hypothesis

Calc.lations according to : / $9921$1$:2003C:2004

Method of reinforcement area calc.lations : analytical

Crac,ing1 .pper layer : 01 lo6er layer : 0

3llo6a#le deflection : )!0 %cm&

7erification of p.nching : yes

8ire rating : 0 h

Calc.lation type : simple #ending

1.4. Slab geometry

Thic,ness 0!20 %m&

Contor:

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e!ge beginning en! length"1 y1 "2 y2 #m$

$ 0!00 0!00 15!00 0!00 5!002 15!00 0!00 15!00 15!00 5!00) 15!00 15!00 0!00 15!00 5!00 0!00 15!00 0!00 0!00 5!00

Spport:n% &ame !imensions coor!inates e!ge

#m$ " y2 linear 0!)0 ( 5!00 2!50 0!00 ) linear !00 ( 0!)0 0!00 2!00 ) point 0!5 ( 0!5 0!00 0!00 ) point 0!5 ( 0!5 0!00 0!00 ) linear 5!00 ( 0!)0 0!00 12!50 + linear 0!)0 ( 5!00 2!50 15!00 4 point 0!5 ( 0!5 0!00 15!00 4 point 0!5 ( 0!5 0!00 15!00 4 linear 5!00 ( 0!)0 0!00 1!50 ) linear 0!)0 ( 5!00 12!50 0!00

linear 5!00 ( 0!)0 15!00 12!50 point 0!5 ( 0!5 15!00 0!00 point 0!5 ( 0!5 15!00 0!00 linear 0!)0 ( 5!00 12!50 15!00 point 0!5 ( 0!5 15!00 15!00 point 0!5 ( 0!5 15!00 15!00 2$ linear 5!00 ( 0!)0 1!00 1!50 1 head present

1.'. Calclation reslts:

1.'.1. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

"ro'ided reinforcement %cm2(m&:5!50 !$4 )!59+!24

Modified re

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3?%1& %cm2(m& )!$(+!24 '+',+1 )!$(+!24!50(+!24

3y%@& %cm2(m& )!$()!59 )!$()!$ 3+14,3+')!$()!$

3y%1& %cm2(m& )!$()!59 )!$(+!24 )!$()!594+,6+2

/0S

M?? %,m(m& 1!4+ 122!+5 1!4+1+!++

Myy %,m(m& 1$0!$ 14!)5 1$0!$1$0!+5

M?y %,m(m& !4 !$5 !41)!$$

?? %,(m& 14!4) 2!$+ 14!4)2!05

yy %,(m& 1$)!++ $2!5 1$)!++2!+

?y %,(m& !0) !5 !0)1$!45

Coordinates %m& 0!00;0!00 15!00;10!50 0!00;0!00

1!50;1!50Coordinates %m& 0!00;)!00;!00 0!50;12!00;!00 0!00;)!00;!00

!50;1$!50;!00 1 Coordinates in the str.ct.re glo#al coordinate system

1.'.4. eflectionAf%@&A 0!0 %cm& fdop%@& )!0 %cm&Af%1&A 0!0 %cm& fdop%1& )!0 %cm&

11. Slab: Plate6...31 - Panel no. 1

11.1. Reinforcement:

Type : RC floor2

Main reinforcement direction : 0

Main reinforcement grade : B500B; Characteristic strength 500!00 M"a

Bar diameters #ottom d$ $!0 %cm& d2 $!0 %cm&top d$ $!0 %cm& d2 $!0 %cm&

Co'er #ottom c$ 2!0 %cm&top c2 2!0 %cm&

11.2. Concrete

Class : C25()0; Characteristic strength 25!00 M"a

*ensity : 250$!)+ %,-(m)&

11.3. Hypothesis

Calc.lations according to : / $9921$1$:2003C:2004

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Method of reinforcement area calc.lations : analytical

Crac,ing1 .pper layer : 01 lo6er layer : 0

3llo6a#le deflection : )!0 %cm&

7erification of p.nching : yes 8ire rating : 0 h

Calc.lation type : simple #ending

11.4. Slab geometry

Thic,ness 0!20 %m&

Contor:e!ge beginning en! length

"1 y1 "2 y2 #m$$ 0!00 15!00 1!00 15!00 !00

2 1!00 15!00 1!00 1$0!00 5!00) 1!00 1$0!00 0!00 1$0!00 !00 0!00 1$0!00 0!00 15!00 5!00

Spport:n% &ame !imensions coor!inates e!ge

#m$ " y) linear 5!00 ( 0!)0 0!00 12!50 + linear 0!)0 ( 5!00 2!50 15!00 4 point 0!5 ( 0!5 0!00 15!00 4 point 0!5 ( 0!5 0!00 15!00 $0 linear 0!)0 ( 5!00 2!50 1$0!00 $$ linear 5!00 ( 0!)0 0!00 1$2!50 $$ point 0!5 ( 0!5 0!00 1$0!00

$$ point 0!5 ( 0!5 0!00 1$0!00 4 linear 5!00 ( 0!)0 0!00 1!50 linear 0!)0 ( 5!00 12!50 15!00 $$ linear 0!)0 ( 5!00 12!50 1$0!00 2$ linear 5!00 ( 0!)0 1!00 1!50 1 head present

11.'. Calclation reslts:

11.'.1. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

"ro'ided reinforcement %cm2(m&:$2!4) +!24 )!59)!59

Modified re

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)!$Coordinates %m&:

0!00;15!00 0!00;15!00 0!00;15!000!00;15!00

11.'.2. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

>ym#ol: re

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12.2. Concrete

Class : C25()0; Characteristic strength 25!00 M"a

*ensity : 250$!)+ %,-(m)&

12.3. Hypothesis

Calc.lations according to : / $9921$1$:2003C:2004

Method of reinforcement area calc.lations : analytical

Crac,ing1 .pper layer : 01 lo6er layer : 0

3llo6a#le deflection : )!0 %cm&

7erification of p.nching : yes

8ire rating : 0 h

Calc.lation type : simple #ending

12.4. Slab geometry

Thic,ness 0!20 %m&

Contor:e!ge beginning en! length

"1 y1 "2 y2 #m$$ 15!00 0!00 1!00 0!00 2!002 1!00 0!00 1!00 15!00 5!00) 1!00 15!00 15!00 15!00 2!00 15!00 15!00 15!00 0!00 5!00

Spport:n% &ame !imensions coor!inates e!ge

#m$ " y) linear 0!)0 ( 5!00 12!50 0!00 linear 5!00 ( 0!)0 15!00 12!50 point 0!5 ( 0!5 15!00 0!00 point 0!5 ( 0!5 15!00 0!00 linear 0!)0 ( 5!00 12!50 15!00 point 0!5 ( 0!5 15!00 15!00 point 0!5 ( 0!5 15!00 15!00 1 head present

12.'. Calclation reslts:

12.'.1. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

"ro'ided reinforcement %cm2(m&:$9!2 !$4 )!59

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50!2Modified re

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Bar diameters #ottom d$ $!0 %cm& d2 $!0 %cm&top d$ $!0 %cm& d2 $!0 %cm&

Co'er #ottom c$ 2!0 %cm&top c2 2!0 %cm&

13.2. Concrete

Class : C25()0; Characteristic strength 25!00 M"a

*ensity : 250$!)+ %,-(m)&

13.3. Hypothesis

Calc.lations according to : / $9921$1$:2003C:2004

Method of reinforcement area calc.lations : analytical

Crac,ing1 .pper layer : 0

1 lo6er layer : 0 3llo6a#le deflection : )!0 %cm&

7erification of p.nching : yes

8ire rating : 0 h

Calc.lation type : simple #ending

13.4. Slab geometry

Thic,ness 0!20 %m&

Contor:e!ge beginning en! length

"1 y1 "2 y2 #m$$ 1!00 15!00 1+!00 15!00 2!002 1+!00 15!00 1+!00 1$0!00 5!00) 1+!00 1$0!00 1!00 1$0!00 2!00 1!00 1$0!00 1!00 15!00 5!00

Spport:n% &ame !imensions coor!inates e!ge

#m$ " y linear 5!00 ( 0!)0 15!00 12!50 linear 0!)0 ( 5!00 12!50 15!00 point 0!5 ( 0!5 15!00 15!00 point 0!5 ( 0!5 15!00 15!00

$$ linear 0!)0 ( 5!00 12!50 1$0!00 2$ linear 5!00 ( 0!)0 1!00 1!50 $2 point 0!5 ( 0!5 15!00 1$0!00 $2 point 0!5 ( 0!5 15!00 1$0!00 $2 linear 5!00 ( 0!)0 15!00 1$2!50 1 head present

13.'. Calclation reslts:

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13.'.1. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

"ro'ided reinforcement %cm2(m&:)!$ !$4 $2!4)!$4

Modified re

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14.1. Reinforcement:

Type : RC floor2Y

Main reinforcement direction : 90

Main reinforcement grade : B500B; Characteristic strength 500!00 M"a Bar diameters #ottom d$ $!0 %cm& d2 $!0 %cm&

top d$ $!0 %cm& d2 $!0 %cm&

Co'er #ottom c$ 2!0 %cm&top c2 2!0 %cm&

14.2. Concrete

Class : C25()0; Characteristic strength 25!00 M"a

*ensity : 250$!)+ %,-(m)&

14.3. Hypothesis

Calc.lations according to : / $9921$1$:2003C:2004

Method of reinforcement area calc.lations : analytical

Crac,ing1 .pper layer : 01 lo6er layer : 0

3llo6a#le deflection : )!0 %cm&

7erification of p.nching : yes

8ire rating : 0 h

Calc.lation type : simple #ending

14.4. Slab geometry

Thic,ness 0!20 %m&

Contor:e!ge beginning en! length

"1 y1 "2 y2 #m$$ $0!00 1$0!00 $2!00 1$0!00 2!002 $2!00 1$0!00 $2!00 1$5!00 5!00) $2!00 1$5!00 $0!00 1$5!00 2!00 $0!00 1$5!00 $0!00 1$0!00 5!00

Spport:n% &ame !imensions coor!inates e!ge

#m$ " y$0 linear 0!)0 ( 5!00 !50 1$0!00 9 point 0!5 ( 0!5 $0!00 1$0!00 9 point 0!5 ( 0!5 $0!00 1$0!00 9 linear 5!00 ( 0!)0 $0!00 1$2!50 $) linear 0!)0 ( 5!00 !50 1$5!00 $) point 0!5 ( 0!5 $0!00 1$5!00

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$) point 0!5 ( 0!5 $0!00 1$5!00 1 head present

14.'. Calclation reslts:

14.'.1. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

"ro'ided reinforcement %cm2(m&:!$4 )!59 +2!4))!59

Modified re

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Af%@&A 0!0 %cm& fdop%@& )!0 %cm&Af%1&A 0!0 %cm& fdop%1& )!0 %cm&

1'. Slab: Plate6...31 - Panel no. 24

1'.1. Reinforcement:

Type : RC floor2

Main reinforcement direction : 0

Main reinforcement grade : B500B; Characteristic strength 500!00 M"a

Bar diameters #ottom d$ $!0 %cm& d2 $!0 %cm&top d$ $!0 %cm& d2 $!0 %cm&

Co'er #ottom c$ 2!0 %cm&top c2 2!0 %cm&

1'.2. Concrete

Class : C25()0; Characteristic strength 25!00 M"a

*ensity : 250$!)+ %,-(m)&

1'.3. Hypothesis

Calc.lations according to : / $9921$1$:2003C:2004

Method of reinforcement area calc.lations : analytical

Crac,ing1 .pper layer : 0

1 lo6er layer : 0 3llo6a#le deflection : )!0 %cm&

7erification of p.nching : yes

8ire rating : 0 h

Calc.lation type : simple #ending

1'.4. Slab geometry

Thic,ness 0!20 %m&

Contor:e!ge beginning en! length

"1 y1 "2 y2 #m$$ 0!00 1$0!00 15!00 1$0!00 5!002 15!00 1$0!00 15!00 1$5!00 5!00) 15!00 1$5!00 0!00 1$5!00 5!00 0!00 1$5!00 0!00 1$0!00 5!00

Spport:n% &ame !imensions coor!inates e!ge

#m$ " y$0 linear 0!)0 ( 5!00 2!50 1$0!00

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$$ linear 5!00 ( 0!)0 0!00 1$2!50 $$ point 0!5 ( 0!5 0!00 1$0!00 $$ point 0!5 ( 0!5 0!00 1$0!00 $ linear 0!)0 ( 5!00 2!50 1$5!00 $5 point 0!5 ( 0!5 0!00 1$5!00 $5 point 0!5 ( 0!5 0!00 1$5!00 4 linear 5!00 ( 0!)0 0!00 1!50 $$ linear 0!)0 ( 5!00 12!50 1$0!00 2$ linear 5!00 ( 0!)0 1!00 1!50 $2 point 0!5 ( 0!5 15!00 1$0!00 $2 point 0!5 ( 0!5 15!00 1$0!00 $2 linear 5!00 ( 0!)0 15!00 1$2!50 $5 linear 0!)0 ( 5!00 12!50 1$5!00 $+ point 0!5 ( 0!5 15!00 1$5!00 $+ point 0!5 ( 0!5 15!00 1$5!00 $5 linear 5!00 ( 0!)0 0!00 1$!50 20 linear 5!00 ( 0!)0 1!00 1$!50 1 head present

1'.'. Calclation reslts:

1'.'.1. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

"ro'ided reinforcement %cm2(m&:$9!2 !$4 )!59+!24

Modified re

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1$!9$

?? %,(m& 5!40 5!20 5!40$!4$

yy %,(m& 10!2 $!)5 10!22!5

?y %,(m& 1$! 2!+$ 1$!

1!0)

Coordinates %m& 0!00;1$0!00 1!50;1$0!00 0!00;1$0!00

1!50;1$!50

Coordinates %m& $0!00;)!00;!00 $0!00;1$!50;!00 $0!00;)!00;!00

$!50;1$!50;!00 1 Coordinates in the str.ct.re glo#al coordinate system

1'.'.4. eflectionAf%@&A 0!0 %cm& fdop%@& )!0 %cm&Af%1&A 0!0 %cm& fdop%1& )!0 %cm&

16. Slab: Plate6...31 - Panel no. 2'

16.1. Reinforcement:

Type : RC floor2Y

Main reinforcement direction : 90

Main reinforcement grade : B500B; Characteristic strength 500!00 M"a

Bar diameters #ottom d$ $!0 %cm& d2 $!0 %cm&top d$ $!0 %cm& d2 $!0 %cm&

Co'er #ottom c$ 2!0 %cm&top c2 2!0 %cm&

16.2. Concrete

Class : C25()0; Characteristic strength 25!00 M"a

*ensity : 250$!)+ %,-(m)&

16.3. Hypothesis

Calc.lations according to : / $9921$1$:2003C:2004

Method of reinforcement area calc.lations : analytical

Crac,ing1 .pper layer : 01 lo6er layer : 0

3llo6a#le deflection : )!0 %cm&

7erification of p.nching : yes

8ire rating : 0 h

Calc.lation type : simple #ending

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16.4. Slab geometry

Thic,ness 0!20 %m&

Contor:e!ge beginning en! length

"1 y1 "2 y2 #m$$ 15!00 1$0!00 1!00 1$0!00 2!002 1!00 1$0!00 1!00 1$5!00 5!00) 1!00 1$5!00 15!00 1$5!00 2!00 15!00 1$5!00 15!00 1$0!00 5!00

Spport:n% &ame !imensions coor!inates e!ge

#m$ " y$$ linear 0!)0 ( 5!00 12!50 1$0!00 $2 point 0!5 ( 0!5 15!00 1$0!00 $2 point 0!5 ( 0!5 15!00 1$0!00 $2 linear 5!00 ( 0!)0 15!00 1$2!50 $5 linear 0!)0 ( 5!00 12!50 1$5!00 $+ point 0!5 ( 0!5 15!00 1$5!00 $+ point 0!5 ( 0!5 15!00 1$5!00 1 head present

16.'. Calclation reslts:

16.'.1. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

"ro'ided reinforcement %cm2(m&:)!59 !$4 )!4$50!2

Modified re

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/0SM?? %,m(m& 159!04 159!04 159!04

1+5!9Myy %,m(m& 12!) 12!) 12!)

12+!2$M?y %,m(m& 2!$9 2!$9 2!$9

)!52

?? %,(m& 1)!$9 1)!$9 1)!$91)!2)

yy %,(m& !59 !59 !59+!52

?y %,(m& 12!29 12!29 12!29)!)+

Coordinates %m& 15!00;1$0!00 15!00;1$0!00 15!00;1$0!00

15!00;1$5!00

Coordinates %m& $0!00;12!00;!00 $0!00;12!00;!00 $0!00;12!00;!00

$5!00;12!00;!00 1 Coordinates in the str.ct.re glo#al coordinate system

16.'.4. eflectionAf%@&A 0!0 %cm& fdop%@& )!0 %cm&Af%1&A 0!0 %cm& fdop%1& )!0 %cm&

1. Slab: Plate6...31 - Panel no. 26

1.1. Reinforcement:

Type : RC floor2

Main reinforcement direction : 0

Main reinforcement grade : B500B; Characteristic strength 500!00 M"a Bar diameters #ottom d$ $!0 %cm& d2 $!0 %cm&

top d$ $!0 %cm& d2 $!0 %cm&

Co'er #ottom c$ 2!0 %cm&top c2 2!0 %cm&

1.2. Concrete

Class : C25()0; Characteristic strength 25!00 M"a

*ensity : 250$!)+ %,-(m)&

1.3. Hypothesis

Calc.lations according to : / $9921$1$:2003C:2004

Method of reinforcement area calc.lations : analytical

Crac,ing1 .pper layer : 01 lo6er layer : 0

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3llo6a#le deflection : )!0 %cm&

7erification of p.nching : yes

8ire rating : 0 h

Calc.lation type : simple #ending

1.4. Slab geometry

Thic,ness 0!20 %m&

Contor:e!ge beginning en! length

"1 y1 "2 y2 #m$$ 0!00 1$5!00 5!00 1$5!00 5!002 5!00 1$5!00 5!00 120!00 5!00) 5!00 120!00 0!00 120!00 5!00 0!00 120!00 0!00 1$5!00 5!00

Spport:

n% &ame !imensions coor!inates e!ge#m$ " y

$0 linear 5!00 ( 0!)0 5!00 1$2!50 $$ linear 5!00 ( 0!)0 0!00 1$2!50 $ linear 0!)0 ( 5!00 2!50 1$5!00 $ point 0!5 ( 0!5 5!00 1$5!00 $ point 0!5 ( 0!5 5!00 1$5!00 $5 point 0!5 ( 0!5 0!00 1$5!00 $5 point 0!5 ( 0!5 0!00 1$5!00 $) linear 0!)0 ( 5!00 !50 1$5!00 $5 linear 0!)0 ( 5!00 12!50 1$5!00 $ linear 5!00 ( 0!)0 5!00 1$!50 $5 linear 5!00 ( 0!)0 0!00 1$!50

$4 linear 0!)0 ( 5!00 2!50 120!00 $4 point 0!5 ( 0!5 5!00 120!00 $4 point 0!5 ( 0!5 5!00 120!00 $9 point 0!5 ( 0!5 0!00 120!00 $9 point 0!5 ( 0!5 0!00 120!00 $ linear 0!)0 ( !00 !00 120!00 $9 linear 0!)0 ( !00 12!00 120!00 $4 linear !00 ( 0!)0 5!00 122!00 $9 linear !00 ( 0!)0 0!00 122!00 1 head present

1.'. Calclation reslts:

1.'.1. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

"ro'ided reinforcement %cm2(m&:!4$ $0!05 )!59)!59

Modified re

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)!$ )!$ )!$)!$

=riginal re

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Co'er #ottom c$ 2!0 %cm&top c2 2!0 %cm&

1.2. Concrete

Class : C25()0; Characteristic strength 25!00 M"a

*ensity : 250$!)+ %,-(m)&

1.3. Hypothesis

Calc.lations according to : / $9921$1$:2003C:2004

Method of reinforcement area calc.lations : analytical

Crac,ing1 .pper layer : 01 lo6er layer : 0

3llo6a#le deflection : )!0 %cm&

7erification of p.nching : yes

8ire rating : 0 h

Calc.lation type : simple #ending

1.4. Slab geometry

Thic,ness 0!20 %m&

Contor:e!ge beginning en! length

"1 y1 "2 y2 #m$$ 5!00 1$5!00 9!00 1$5!00 !00

2 9!00 1$5!00 9!00 120!00 5!00) 9!00 120!00 5!00 120!00 !00 5!00 120!00 5!00 1$5!00 5!00

Spport:n% &ame !imensions coor!inates e!ge

#m$ " y$0 linear 5!00 ( 0!)0 5!00 1$2!50 $ linear 0!)0 ( 5!00 2!50 1$5!00 $ point 0!5 ( 0!5 5!00 1$5!00 $ point 0!5 ( 0!5 5!00 1$5!00 $) linear 0!)0 ( 5!00 !50 1$5!00 $ linear 5!00 ( 0!)0 5!00 1$!50

$4 linear 0!)0 ( 5!00 2!50 120!00 $4 point 0!5 ( 0!5 5!00 120!00 $4 point 0!5 ( 0!5 5!00 120!00 $ linear 0!)0 ( !00 !00 120!00 $ linear 5!00 ( 0!)0 9!00 1$!50 $ point 0!5 ( 0!5 9!00 120!00 $ point 0!5 ( 0!5 9!00 120!00 $4 linear !00 ( 0!)0 5!00 122!00 1 head present

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1.'. Calclation reslts:

1.'.1. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

"ro'ided reinforcement %cm2(m&:!$4 )!59 )!59)!59

Modified re

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1. Slab: Plate6...31 - Panel no. 2

1.1. Reinforcement:

Type : RC floor2Y

Main reinforcement direction : 90

Main reinforcement grade : B500B; Characteristic strength 500!00 M"a

Bar diameters #ottom d$ $!0 %cm& d2 $!0 %cm&top d$ $!0 %cm& d2 $!0 %cm&

Co'er #ottom c$ 2!0 %cm&top c2 2!0 %cm&

1.2. Concrete

Class : C25()0; Characteristic strength 25!00 M"a

*ensity : 250$!)+ %,-(m)&

1.3. Hypothesis

Calc.lations according to : / $9921$1$:2003C:2004

Method of reinforcement area calc.lations : analytical

Crac,ing1 .pper layer : 01 lo6er layer : 0

3llo6a#le deflection : )!0 %cm&

7erification of p.nching : yes

8ire rating : 0 h

Calc.lation type : simple #ending

1.4. Slab geometry

Thic,ness 0!20 %m&

Contor:e!ge beginning en! length

"1 y1 "2 y2 #m$$ 9!00 1$5!00 $$!00 1$5!00 2!002 $$!00 1$5!00 $$!00 120!00 5!00

) $$!00 120!00 9!00 120!00 2!00 9!00 120!00 9!00 1$5!00 5!00

Spport:n% &ame !imensions coor!inates e!ge

#m$ " y9 linear 5!00 ( 0!)0 $0!00 1$2!50 $) linear 0!)0 ( 5!00 !50 1$5!00 $) point 0!5 ( 0!5 $0!00 1$5!00 $) point 0!5 ( 0!5 $0!00 1$5!00

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$ linear 0!)0 ( !00 !00 120!00 $ linear 5!00 ( 0!)0 9!00 1$!50 $ point 0!5 ( 0!5 9!00 120!00 $ point 0!5 ( 0!5 9!00 120!00 1 head present

1.'. Calclation reslts:

1.'.1. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

"ro'ided reinforcement %cm2(m&:!$4 )!59 +2!4))!59

Modified re

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1.'.4. eflectionAf%@&A 0!0 %cm& fdop%@& )!0 %cm&Af%1&A 0!0 %cm& fdop%1& )!0 %cm&

2. Slab: Plate6...31 - Panel no. 2

2.1. Reinforcement:

Type : RC floor2

Main reinforcement direction : 0

Main reinforcement grade : B500B; Characteristic strength 500!00 M"a

Bar diameters #ottom d$ $!0 %cm& d2 $!0 %cm&top d$ $!0 %cm& d2 $!0 %cm&

Co'er #ottom c$ 2!0 %cm&top c2 2!0 %cm&

2.2. Concrete

Class : C25()0; Characteristic strength 25!00 M"a

*ensity : 250$!)+ %,-(m)&

2.3. Hypothesis

Calc.lations according to : / $9921$1$:2003C:2004

Method of reinforcement area calc.lations : analytical

Crac,ing1 .pper layer : 01 lo6er layer : 0

3llo6a#le deflection : )!0 %cm&

7erification of p.nching : yes

8ire rating : 0 h

Calc.lation type : simple #ending

2.4. Slab geometry

Thic,ness 0!20 %m&

Contor:e!ge beginning en! length

"1 y1 "2 y2 #m$$ 0!00 1$5!00 1!00 1$5!00 !002 1!00 1$5!00 1!00 120!00 5!00) 1!00 120!00 0!00 120!00 !00 0!00 120!00 0!00 1$5!00 5!00

Spport:

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n% &ame !imensions coor!inates e!ge#m$ " y

$$ linear 5!00 ( 0!)0 0!00 1$2!50 $ linear 0!)0 ( 5!00 2!50 1$5!00 $5 point 0!5 ( 0!5 0!00 1$5!00 $5 point 0!5 ( 0!5 0!00 1$5!00 $5 linear 0!)0 ( 5!00 12!50 1$5!00 $5 linear 5!00 ( 0!)0 0!00 1$!50 $4 linear 0!)0 ( 5!00 2!50 120!00 $9 point 0!5 ( 0!5 0!00 120!00 $9 point 0!5 ( 0!5 0!00 120!00 $9 linear 0!)0 ( !00 12!00 120!00 20 linear 5!00 ( 0!)0 1!00 1$!50 20 point 0!5 ( 0!5 1!00 120!00 20 point 0!5 ( 0!5 1!00 120!00 $9 linear !00 ( 0!)0 0!00 122!00 1 head present

2.'. Calclation reslts:

2.'.1. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

"ro'ided reinforcement %cm2(m&:!4$ +!24 )!59)!59

Modified re

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?? %,(m& 2!0) $!) 2!0)2!0)

yy %,(m& 1!5 )!95 1!51!5

?y %,(m& 10!)) 15! 10!))10!))

Coordinates %m& 0!00;1$5!00 1)!50;1$9!50 0!00;1$5!00

0!00;1$5!00

Coordinates %m& $5!00;)!00;!00 $9!50;10!50;!00 $5!00;)!00;!00

$5!00;)!00;!00 1 Coordinates in the str.ct.re glo#al coordinate system

2.'.4. eflectionAf%@&A 0!0 %cm& fdop%@& )!0 %cm&Af%1&A 0!0 %cm& fdop%1& )!0 %cm&

21. Slab: Plate6...31 - Panel no. 3

21.1. Reinforcement:

Type : RC floor2Y

Main reinforcement direction : 90

Main reinforcement grade : B500B; Characteristic strength 500!00 M"a

Bar diameters #ottom d$ $!0 %cm& d2 $!0 %cm&top d$ $!0 %cm& d2 $!0 %cm&

Co'er #ottom c$ 2!0 %cm&top c2 2!0 %cm&

21.2. Concrete

Class : C25()0; Characteristic strength 25!00 M"a

*ensity : 250$!)+ %,-(m)&

21.3. Hypothesis

Calc.lations according to : / $9921$1$:2003C:2004

Method of reinforcement area calc.lations : analytical

Crac,ing

1 .pper layer : 01 lo6er layer : 0

3llo6a#le deflection : )!0 %cm&

7erification of p.nching : yes

8ire rating : 0 h

Calc.lation type : simple #ending

21.4. Slab geometry

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Thic,ness 0!20 %m&

Contor:e!ge beginning en! length

"1 y1 "2 y2 #m$$ 1!00 1$5!00 1+!00 1$5!00 2!002 1+!00 1$5!00 1+!00 120!00 5!00) 1+!00 120!00 1!00 120!00 2!00 1!00 120!00 1!00 1$5!00 5!00

Spport:n% &ame !imensions coor!inates e!ge

#m$ " y$2 linear 5!00 ( 0!)0 15!00 1$2!50 $5 linear 0!)0 ( 5!00 12!50 1$5!00 $+ point 0!5 ( 0!5 15!00 1$5!00 $+ point 0!5 ( 0!5 15!00 1$5!00 $9 linear 0!)0 ( !00 12!00 120!00 20 linear 5!00 ( 0!)0 1!00 1$!50

20 point 0!5 ( 0!5 1!00 120!00 20 point 0!5 ( 0!5 1!00 120!00 1 head present

21.'. Calclation reslts:

21.'.1. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

"ro'ided reinforcement %cm2(m&:)!$ !$4 $2!4)50!2

Modified re

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/0SM?? %,m(m& 0!0 1))! 0!0

1+!0$Myy %,m(m& 1+!+0 1$0!5 1+!+0

1++!M?y %,m(m& 1$!2) 1$!)9 1$!2)

!9

?? %,(m& )!) 0!09 )!)10!5)

yy %,(m& $! $0!$$ $!15!4

?y %,(m& 10!$ 2!2 10!$)!2$

Coordinates %m& 1!00;1$5!00 1!00;1$9!50 1!00;1$5!00

15!00;1$5!00

Coordinates %m& $5!00;1$!00;!00 $9!50;1$!00;!00 $5!00;1$!00;!00

$5!00;12!00;!00 1 Coordinates in the str.ct.re glo#al coordinate system

21.'.4. eflectionAf%@&A 0!0 %cm& fdop%@& )!0 %cm&Af%1&A 0!0 %cm& fdop%1& )!0 %cm&

22. Slab: Plate6...31 - Panel no. 31

22.1. Reinforcement:

Type : RC floor2Y

Main reinforcement direction : 90

Main reinforcement grade : B500B; Characteristic strength 500!00 M"a

Bar diameters #ottom d$ $!0 %cm& d2 $!0 %cm&top d$ $!0 %cm& d2 $!0 %cm&

Co'er #ottom c$ 2!0 %cm&top c2 2!0 %cm&

22.2. Concrete

Class : C25()0; Characteristic strength 25!00 M"a

*ensity : 250$!)+ %,-(m)&

22.3. Hypothesis

Calc.lations according to : / $9921$1$:2003C:2004

Method of reinforcement area calc.lations : analytical

Crac,ing1 .pper layer : 01 lo6er layer : 0

3llo6a#le deflection : )!0 %cm&

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7erification of p.nching : yes

8ire rating : 0 h

Calc.lation type : simple #ending

22.4. Slab geometry

Thic,ness 0!20 %m&

Contor:e!ge beginning en! length

"1 y1 "2 y2 #m$$ 0!00 12!00 5!00 12!00 5!002 5!00 12!00 5!00 120!00 !00) 5!00 120!00 0!00 120!00 5!00 0!00 120!00 0!00 12!00 !00

Spport:n% &ame !imensions coor!inates e!ge

#m$ " y$ linear 5!00 ( 0!)0 5!00 1$!50 $5 linear 5!00 ( 0!)0 0!00 1$!50 $4 linear 0!)0 ( 5!00 2!50 120!00 $4 point 0!5 ( 0!5 5!00 120!00 $4 point 0!5 ( 0!5 5!00 120!00 $9 point 0!5 ( 0!5 0!00 120!00 $9 point 0!5 ( 0!5 0!00 120!00 $ linear 0!)0 ( !00 !00 120!00 $9 linear 0!)0 ( !00 12!00 120!00 $4 linear !00 ( 0!)0 5!00 122!00 $9 linear !00 ( 0!)0 0!00 122!00 2 linear 0!$5 ( 5!00 2!50 12!00 1 head present

22.'. Calclation reslts:

22.'.1. (a"imm moments ) reinforcement for ben!ing

*"#)$ *"#-$ *y#)$*y#-$

"ro'ided reinforcement %cm2(m&:)!59 )!59 )!59)!59

Modified re

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*"#)$ *"#-$ *y#)$*y#-$

>ym#ol: re

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2Y5!00%m& 2!00%m&2 %8/& .niform 2$0 "12!00%,(m2&2 %8/& linear on edges 8(3%,&2 %8/& .niform $0) $0 $04 $09 $$ $$+ "12!00%,(m2&2 %8/& .niform $0+ $$2 $$) $20 "1!00%,(m2&2 %8/& .niform $00 "1!00%,(m2&2 %8/& .niform $2 $ 20 2$ 2 29 "12!00%,(m2&2 %8/& .niform + $) $9 2) )0 "1!00%,(m2&2 %8/& linear 2p %)*& 8$1$)!5%,(m&821$)!5%,(m& $!25%m& $Y5!00%m& $4!00%m& 24!50%m&2Y5!00%m& 24!00%m&2 %8/& linear 2p %)*& 8$1$)!5%,(m&821$)!5%,(m& $!25%m& $Y5!00%m& $!00%m& 24!50%m&2Y5!00%m& 2!00%m&) %8/& .niform $0$ $02 $05 $$0 $$ $$9 "12!00%,(m2&) %8/& .niform $0 $$$ $$5 $$4 $2$ "1

!00%,(m2&) %8/& .niform $ 24 "1!00%,(m2&) %8/& .niform $4 25 "1!00%,(m2&) %8/& .niform )$ "1!00%,(m2&) %8/& .niform $0 $$ $+ 22 2 2+ "12!00%,(m2&

Combination,Component efinitionDE>( $$F)5@%2@)&$F50DE>(5 $$F)5DE>(+ $$F)5@2$F50DE>( $$F)5@)$F50

24.Reslts - !etailing

Eist of sol.tions:Reinforcement: #arsSoltion no. Reinforcement range otal eight

iameter , 7eight #89$$ 1 425!2 1 455!0) 1 +2$!2) 1 +)40!)05 1 +)4!5)+ 1 +9)!+$ 1 +44+!)

4 1 044!029 1 909!40$0 1 9)25!2)

Res.lts for the sol.tion noF $Reinforcement Gones

Bottom reinforcement&ame coor!inates Proi!e! reinforcement*t

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*r

"1 y1 "2 y2 #mm$ , #cm$

#cm2,m$ #cm2,m$$($1 3? Main 0!00 0!00 5!00 !00 4!0 ( $!0 )!$ )!592(21 3? Main 0!00 15!00 5!00 0!00 4!0 ( $!0 )!$

)!59)()1 3? Main 0!00 1$5!00 5!00 1$0!00 4!0 ( $!0 )!$ )!59(1 3? Main 5!00 15!00 $0!00 0!00 4!0 ( $!0 )!$ )!595(51 3? Main 0!00 1$0!00 5!00 15!00 4!0 ( $!0 )!$ )!59+(+1 3? Main 5!00 1$0!00 9!00 15!00 4!0 ( $!0 )!$ )!59(1 3? Main $0!00 15!00 $2!00 0!00 4!0 ( $!0 )!$ )!594(41 3? Main 9!00 1$0!00 $$!00 15!00 4!0 ( $!0 )!$ )!599(91 3? Main 5!00 1$5!00 $0!00 1$0!00 4!0 ( $!0 )!$ )!59$0($01 3? Main 0!00 10!00 15!00 15!00 4!0 ( 4!0 5!50 +!24$$($$1 3? Main 0!00 15!00 1!00 1$0!00 4!0 ( 4!0 )!$ +!24$2($21%$2($)1& 3? Main 15!50 15!00 15!00 0!00 4!0 ( !0 5!+5 !$4$2($)1 3? Main 1!00 15!00 15!00 0!00 4!0 ( $!0 )!$ )!59$)($1%$)($+1& 3? Main 15!50 1$0!00 1!50 19!50 4!0 ( !0 !$9 !$4$)($51%$)($+1& 3? Main 15!50 15!50 1!50 15!00 4!0 ( !0 !50 !$4

$)($+1 3? Main 1+!00 1$0!00 1!00 15!00 4!0 ( $!0 )!$ )!59$($1 3? Main $0!00 1$5!00 $2!00 1$0!00 4!0 ( $!0 )!$ )!59$5($41 3? Main 0!00 1$0!00 15!00 1$5!00 4!0 ( 4!0 !$9 +!24$+($91%$+(2$1& 3? Main 15!50 1$5!00 15!00 1$!00 4!0 ( !0 !20 !$4$+(201%$+(2$1& 3? Main 15!50 1$$!00 15!00 1$0!00 4!0 ( !0 !+ !$4$+(2$1 3? Main 1!00 1$5!00 15!00 1$0!00 4!0 ( $!0 )!$ )!59$(221 3? Main 0!00 120!00 5!00 1$5!00 4!0 ( $!0 )!$

)!59$4(2)1 3? Main 5!00 120!00 9!00 1$5!00 4!0 ( $!0 )!$ )!59$9(21 3? Main 9!00 120!00 $$!00 1$5!00 4!0 ( $!0 )!$ )!5920(251 3? Main 0!00 1$5!00 1!00 120!00 4!0 ( 4!0 !4$ +!242$(2+1%2$(241& 3? Main 15!50 1$5!50 1!50 1$5!00 4!0 ( !0 !0 !$42$(21%2$(241& 3? Main 1!50 120!00 1!00 1$9!00 4!0 ( !0 !44

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!$42$(241 3? Main 1+!00 120!00 1!00 1$5!00 4!0 ( $!0 )!$5 )!5922(291 3? Main 0!00 12!00 5!00 120!00 4!0 ( $!0 )!$ )!59$()01 3y "erpendic.lar 0!00 0!00 5!00 !00 4!0 ( $!0 )!$ )!592()$1 3y "erpendic.lar 0!00 15!00 5!00 0!00 4!0 ( $!0 )!$ )!59)()21 3y "erpendic.lar 0!00 1$5!00 5!00 1$0!00 4!0 ( $!0 )!$ )!59())1 3y "erpendic.lar 5!00 15!00 $0!00 0!00 4!0 ( $!0 )!$ )!595()1 3y "erpendic.lar 0!00 1$0!00 5!00 15!00 4!0 ( $!0 )!$ )!59+()51 3y "erpendic.lar 5!00 1$0!00 9!00 15!00 4!0 ( $!0 )!$ )!59()+1 3y "erpendic.lar $0!00 15!00 $2!00 0!00 4!0 ( $!0 )!$ )!594()1 3y "erpendic.lar 9!00 1$0!00 $$!00 15!00 4!0 ( $!0 )!$

)!599()41 3y "erpendic.lar 5!00 1$5!00 $0!00 1$0!00 4!0 ( $!0 )!$ )!59$0()91 3y "erpendic.lar 0!00 10!00 15!00 15!00 4!0 (4!0 !40 +!24$$(01 3y "erpendic.lar 0!00 15!00 1!00 1$0!00 4!0 (4!0 )!$ +!24$2($1%$2(21& 3y "erpendic.lar 1+!00 15!00 15!00 1!504!0 ( !0 5!2 !$4$2(21 3y "erpendic.lar 1!00 15!00 15!00 0!00 4!0 ($!0 )!$ )!59$)()1%$)(51& 3y "erpendic.lar 1+!00 1$0!00 1!50 19!504!0 ( !0 !5 !$4

$)(1%$)(51& 3y "erpendic.lar 1+!00 1+!00 1!00 15!004!0 ( !0 !49 !$4$)(51 3y "erpendic.lar 1+!00 1$0!00 1!00 15!00 4!0 ($!0 )!$ )!59$(+1 3y "erpendic.lar $0!00 1$5!00 $2!00 1$0!00 4!0 ($!0 )!$ )!59$5(1 3y "erpendic.lar 0!00 1$0!00 15!00 1$5!00 4!0 (4!0 5!02 +!24$+(41%$+(501& 3y "erpendic.lar 1+!00 1$5!00 15!00 1$!50 4!0 ( !0 5!02 !$4$+(91%$+(501& 3y "erpendic.lar 1+!00 1$0!50 15!00 1$0!00 4!0 ( !0 !45 !$4$+(501 3y "erpendic.lar 1!00 1$5!00 15!00 1$0!00 4!0 (

$!0 )!$ )!59$(5$1 3y "erpendic.lar 0!00 120!00 5!00 1$5!00 4!0 ($!0 )!$ )!59$4(521 3y "erpendic.lar 5!00 120!00 9!00 1$5!00 4!0 ($!0 )!$ )!59$9(5)1 3y "erpendic.lar 9!00 120!00 $$!00 1$5!00 4!0 ($!0 )!$ )!5920(51 3y "erpendic.lar 0!00 1$5!00 1!00 120!00 4!0 (4!0 )!$ +!242$(551%2$(5+1& 3y "erpendic.lar 1+!00 1$5!50 1!00 1

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$5!00 4!0 ( !0 5!02 !$42$(5+1 3y "erpendic.lar 1+!00 120!00 1!00 1$5!00 4!0 ($!0 )!$5 )!5922(51 3y "erpendic.lar 0!00 12!00 5!00 120!00 4!0 ($!0 )!$ )!59

Top reinforcement&ame coor!inates Proi!e! reinforcement*t*r

"1 y1 "2 y2 #mm$ , #cm$

#cm2,m$ #cm2,m$$($@ 3? Main 0!00 0!00 5!00 !00 4!0 ( $!0 )!)$ )!592(2@%$($@& 3? Main 0!00 15!00 5!00 0!00 4!0 ( $!0 )!)$ )!59)()@%$($@& 3? Main 0!00 1$5!00 5!00 1$0!00 4!0 ( $!0 )!$ )!59(@%$($@& 3? Main 9!50 15!00 $0!00 1!50 4!0 ( !0 !4 !$4(5@%$($@& 3? Main 9!50 1$!00 $0!00 0!00 4!0 ( !0 5!50 !$4(+@%$($@& 3? Main 5!00 15!00 $0!00 0!00 4!0 ( $!0 )!)$ )!595(@%$($@& 3? Main 0!00 1$0!00 2!00 15!00 4!0 ( $!0 )!$ )!595(4@%$($@& 3? Main 2!00 1$0!00 5!00 14!50 4!0 ( $!0 )!$ )!595(9@%$($@& 3? Main 2!00 1+!00 5!00 15!00 4!0 ( $!0 )!$ )!595($0@%$($@& 3? Main !50 14!50 5!00 1+!00 4!0 ( $!0 )!$ )!59+($$@%$($@& 3? Main 5!00 1$0!00 9!00 15!00 4!0 ( $!0 )!$ )!59

($2@%$($@& 3? Main $0!00 15!00 $0!50 1!00 4!0 ( !0 !99 !$4($)@%$($@& 3? Main $0!00 1$!50 $0!50 0!00 4!0 ( !0 5!+ !$4($@%$($@& 3? Main $0!00 15!00 $2!00 0!00 4!0 ( $!0 )!20 )!594($5@%$($@& 3? Main 9!50 1$0!00 $0!50 19!50 4!0 ( !0 !$ !$44($+@%$($@& 3? Main 9!50 15!50 $0!50 15!00 4!0 ( !0 !4 !$44($@%$($@& 3? Main 9!00 1$0!00 $$!00 15!00 4!0 ( $!0 )!$ )!599($4@%$($@& 3? Main 9!50 1$5!00 $0!00 1$!50 4!0 ( !0 !09

!$49($9@%$($@& 3? Main 9!50 1$0!50 $0!00 1$0!00 4!0 ( !0 !$ !$49(20@%$($@& 3? Main 5!00 1$5!00 $0!00 1$0!00 4!0 ( $!0 )!$ )!59$0(2$@ 3? Main 0!00 10!00 15!00 15!00 +!0 ( 9!0 )!$ )!$$$(22@%$0(2$@& 3? Main 0!00 15!00 1!00 1$0!00 +!0 (9!0 )!$ )!$$2(2)@%$($@& 3? Main 1!00 15!00 15!00 0!00 4!0 ( $!0 )!$

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)!59$)(2@%$($@& 3? Main 1+!00 1$0!00 1!00 15!00 4!0 ( $!0 )!$ )!59$(25@%$($@& 3? Main $0!00 1$5!00 $0!50 1$!00 4!0 ( !0 !$4 !$4$(2+@%$($@& 3? Main $0!00 1$$!00 $0!50 1$0!00 4!0 ( !0 !+) !$4$(2@%$($@& 3? Main $0!00 1$5!00 $2!00 1$0!00 4!0 ( $!0 )!$ )!59$5(24@%$0(2$@& 3? Main 0!00 1$0!00 15!00 1$5!00 +!0 (9!0 )!$ )!$$+(29@%$($@& 3? Main 1!00 1$5!00 15!00 1$0!00 4!0 ( $!0 )!$ )!59$()0@%$($@& 3? Main 0!00 120!00 5!00 1$5!00 4!0 ( $!0 )!$ )!59$4()$@%$($@& 3? Main 4!50 120!00 9!00 1$9!50 4!0 ( !0 !40 !$4$4()2@%$($@& 3? Main 5!00 120!00 9!00 1$5!00 4!0 ( $!0 )!$ )!59$9())@%$($@& 3? Main 9!00 120!00 9!50 1$9!00 4!0 ( !0 !49

!$4$9()@%$($@& 3? Main 9!50 1$5!50 $0!50 1$5!00 4!0 ( !0 !09 !$4$9()5@%$($@& 3? Main 9!00 120!00 $$!00 1$5!00 4!0 ( $!0 )!$ )!5920()+@%$0(2$@& 3? Main 0!00 1$5!00 1!00 120!00 +!0 (9!0 )!$ )!$2$()@%$($@& 3? Main 1+!00 120!00 1!00 1$5!00 4!0 ( $!0 )!$ )!5922()4@%$($@& 3? Main 0!00 12!00 5!00 120!00 4!0 ( $!0 )!$ )!59$()9@ 3y "erpendic.lar0!00 0!00 5!00 !00 4!0 ( $!0 )!4 )!59

2(0@%$()9@& 3y "erpendic.lar 0!00 15!00 5!00 0!00 4!0 ($!0 )!4 )!59)($@%$()9@& 3y "erpendic.lar 0!00 1$5!00 5!00 1$0!00 4!0 ($!0 )!$ )!59(2@%$()9@& 3y "erpendic.lar 4!50 15!00 $0!00 1!50 4!0 (!0 ! !$4()@%$()9@& 3y "erpendic.lar 5!00 15!00 $0!00 0!00 4!0 ($!0 )!4 )!595(@%$()9@& 3y "erpendic.lar 0!00 1$0!00 2!00 15!00 4!0 ($!0 )!$ )!595(5@%$()9@& 3y "erpendic.lar 2!00 1$0!00 5!00 14!50 4!0 ($!0 )!$ )!595(+@%$()9@& 3y "erpendic.lar 2!00 1+!00 5!00 15!00 4!0 (

$!0 )!$ )!595(@%$()9@& 3y "erpendic.lar !50 14!50 5!00 1+!00 4!0 ($!0 )!$ )!59+(4@%$()9@& 3y "erpendic.lar 5!00 1$0!00 9!00 15!00 4!0 ($!0 )!$ )!59(9@%$()9@& 3y "erpendic.lar $0!00 15!00 $$!00 1!50 4!0 (!0 5!22 !$4(50@%$()9@& 3y "erpendic.lar $0!00 15!00 $2!00 0!00 4!0 ($!0 )!$ )!594(5$@%$()9@& 3y "erpendic.lar 9!00 1+!00 $$!00 15!00 4!0 (

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!0 !45 !$44(52@%$()9@& 3y "erpendic.lar 9!50 1$0!00 $$!00 19!50 4!0 (!0 !2 !$44(5)@%$()9@& 3y "erpendic.lar 9!00 1$0!00 $$!00 15!00 4!0 ($!0 )!$ )!599(5@%$()9@& 3y "erpendic.lar 4!50 1$5!00 $0!00 1$!50 4!0 (!0 5!0) !$49(55@%$()9@& 3y "erpendic.lar 4!50 1$0!50 $0!00 1$0!00 4!0 (!0 !2 !$49(5+@%$()9@& 3y "erpendic.lar 5!00 1$5!00 $0!00 1$0!00 4!0 ($!0 )!$ )!59$0(5@ 3y "erpendic.lar 0!00 10!00 15!00 15!00 +!0 (9!0 )!$ )!$$$(54@%$0(5@& 3y "erpendic.lar 0!00 15!00 1!00 1$0!00 +!0 ( 9!0 )!$ )!$$2(59@%$()9@& 3y "erpendic.lar1!00 15!00 15!00 0!00 4!0 ($!0 )!$ )!59$)(+0@%$()9@& 3y "erpendic.lar1+!00 1$0!00 1!00 15!00 4!0 ($!0 )!$ )!59$(+$@%$()9@& 3y "erpendic.lar$0!00 1$5!00 $$!00 1$!50 4!0 (

!0 5!0) !$4$(+2@%$()9@& 3y "erpendic.lar$0!00 1$0!50 $$!00 1$0!00 4!0 (!0 !4) !$4$(+)@%$()9@& 3y "erpendic.lar$0!00 1$5!00 $2!00 1$0!00 4!0 ($!0 )!$ )!59$5(+@%$0(5@& 3y "erpendic.lar 0!00 1$0!00 15!00 1$5!00 +!0 ( 9!0 )!$ )!$$+(+5@%$()9@& 3y "erpendic.lar1!00 1$5!00 15!00 1$0!00 4!0 ($!0 )!$ )!59$(++@%$()9@& 3y "erpendic.lar0!00 120!00 5!00 1$5!00 4!0 ($!0 )!$ )!59$4(+@%$()9@& 3y "erpendic.lar5!00 120!00 9!00 1$5!00 4!0 ($!0 )!$ )!59

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2'. (aterial srey

Concrete 'ol.me 40!00 %m)&

8orm6or, 00!00 %m2&

>la# circ.mference 94!00 %m&

3rea of openings +!25 %m2&

>teel B500B

7/23/2019 Plate6...31

56/56

Total 6eight 5)4+!5) %,-&

*ensity +!)) %,-(m)&

3'erage diameter ! %mm&

>.r'ey according to diameters:

*iameter Eength Height%m& %,-&

+ 2250!$$ 99!594 $2)40!4$ 44+!9