1. Slab: Plate1...41 - Panel no. 1

1.1. Reinforcement: Type : RC floor bX Main reinforcement direction : 0 Main reinforcement grade : B500B; Characteristic strength = 500,00 MPa

Horizontal branch of the stress-strain diagram Ductility class : B Bar diameters bottom d1 = 1,0 (cm) d2 = 1,0 (cm)

top d1 = 1,0 (cm) d2 = 1,0 (cm) Cover bottom c1 = 2,0 (cm)

top c2 = 2,0 (cm) Cover deviations Cdev = 0,0(cm), Cdur = 0,0(cm)

1.2. Concrete

Class : C25/30; Characteristic strength = 25,00 MPaRectangular stress distribution [3.1.7(3)]

Density : 2501,36 (kG/m3) Concrete creep coefficient : 1,44 cement class : N

1.3. Hypothesis

Calculations according to : EN 1992-1-1:2004 AC:2008

Method of reinforcement area calculations : analytical Allowable cracking width

- upper layer : 0,40 (mm)- lower layer : 0,40 (mm)

Allowable deflection : 3,0 (cm) Verification of punching : yes Exposure

- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

1.4. Slab geometry

Thickness 0,15 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)

1 0,00 -6,00 0,00 0,00 6,002 0,00 0,00 2,50 0,00 2,503 2,50 0,00 2,50 -6,00 6,004 2,50 -6,00 0,00 -6,00 2,50

Support:n Name dimensions coordinates edge

(m) x y1 point 0,40 / 0,40 2,50 0,00 1 linear 6,00 / 0,40 2,50 -3,00 8 point 0,40 / 0,40 2,50 -6,00 8 linear 0,40 / 2,50 1,25 -6,00 1 linear 0,40 / 9,00 7,00 0,00 8 linear 0,40 / 9,00 7,00 -6,00 8 linear 6,00 / 0,40 2,50 -9,00 * - head present

1.5. Calculation results:

1.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):17,45 3,59 12,833,81

Modified required reinforcement (cm2/m):11,16 3,14 12,143,14

Original required reinforcement (cm2/m):11,16 3,14 5,463,14

Coordinates (m):2,50;-0,50 0,00;-6,00 2,50;-6,000,00;-6,00

1.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 11,16/17,45 3,14/5,24 5,91/14,28

3,14/5,24Ax(-) (cm2/m) 3,14/3,59 3,14/3,59 3,14/3,59

3,14/3,59Ay(+) (cm2/m) 3,14/12,83 7,95/12,83 12,14/12,83

7,95/12,83Ay(-) (cm2/m) 3,14/3,59 3,14/3,81 3,14/3,81

3,14/3,81

ULSMxx (kN*m/m) 51,87 7,23 17,66

7,23Myy (kN*m/m) 8,07 36,50 24,48

36,50Mxy (kN*m/m) 2,97 1,50 1,63

1,50

Coordinates (m) 2,50;-0,50 0,00;-6,00 2,50;-6,000,00;-6,00

Coordinates* (m) 2,50;-0,50;0,00 0,00;-6,00;0,00 2,50;-6,00;0,000,00;-6,00;0,00* - Coordinates in the structure global coordinate system

1.5.4. Deflection|f(+)| = 0,0 (cm)

Allowable deflection : 3,0 (cm) Verification of punching : yes Exposure

- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

2.4. Slab geometry

Thickness 0,20 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 2,50 0,00 2,50 -6,00 6,002 2,50 -6,00 7,00 -6,00 4,503 7,00 -6,00 7,00 0,00 6,004 7,00 0,00 2,50 0,00 4,50

Support:n Name dimensions coordinates edge

(m) x y1 point 0,40 / 0,40 2,50 0,00 1 linear 6,00 / 0,40 2,50 -3,00 8 point 0,40 / 0,40 2,50 -6,00 8 linear 0,40 / 2,50 1,25 -6,00 1 linear 0,40 / 9,00 7,00 0,00 8 linear 0,40 / 9,00 7,00 -6,00 19 linear 6,00 / 0,25 7,00 -3,00 7 linear 6,00 / 0,40 7,00 3,00 8 linear 6,00 / 0,40 2,50 -9,00 24 linear 6,00 / 0,25 7,00 -9,00 * - head present

2.5. Calculation results:

2.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):14,28 6,79 12,838,11

Modified required reinforcement (cm2/m):4,57 6,17 8,093,61

Original required reinforcement (cm2/m):4,57 6,17 8,093,61

Coordinates (m):2,50;-6,00 6,50;0,00 2,50;-6,00

2,50;-2,50

2.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 4,57/14,28 3,14/5,24 4,57/14,28

3,14/14,28Ax(-) (cm2/m) 3,14/3,59 6,17/6,79 3,14/3,59

3,14/3,59Ay(+) (cm2/m) 8,09/12,83 3,14/12,83 8,09/12,83

3,14/12,83Ay(-) (cm2/m) 3,14/3,81 3,14/3,59 3,14/3,81

3,61/8,11

ULSMxx (kN*m/m) 37,42 -44,51 37,42

8,99Myy (kN*m/m) 55,90 -1,56 55,90

-25,40Mxy (kN*m/m) 4,19 2,51 4,19

3,30

Coordinates (m) 2,50;-6,00 6,50;0,00 2,50;-6,002,50;-2,50

Coordinates* (m) 2,50;-6,00;0,00 6,50;0,00;0,00 2,50;-6,00;0,002,50;-2,50;0,00* - Coordinates in the structure global coordinate system

2.5.4. Deflection|f(+)| = 0,0 (cm)

top c2 = 2,0 (cm) Cover deviations Cdev = 0,0(cm), Cdur = 0,0(cm)

3.2. Concrete

Class : C25/30; Characteristic strength = 25,00 MPaRectangular stress distribution [3.1.7(3)]

Density : 2501,36 (kG/m3) Concrete creep coefficient : 1,39 cement class : N

3.3. Hypothesis

Calculations according to : EN 1992-1-1:2004 AC:2008

Method of reinforcement area calculations : analytical Allowable cracking width

- upper layer : 0,40 (mm)- lower layer : 0,40 (mm)

Allowable deflection : 3,0 (cm) Verification of punching : yes Exposure

- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

3.4. Slab geometry

Thickness 0,20 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 7,00 6,00 7,00 0,00 6,002 7,00 0,00 11,50 0,00 4,503 11,50 0,00 11,50 6,00 6,004 11,50 6,00 7,00 6,00 4,50

Support:n Name dimensions coordinates edge

(m) x y1 linear 0,40 / 9,00 7,00 0,00 19 linear 6,00 / 0,25 7,00 -3,00 2 point 0,40 / 0,40 11,50 0,00 2 linear 6,00 / 0,25 11,50 3,00 7 point 0,40 / 0,40 7,00 6,00 7 linear 6,00 / 0,40 7,00 3,00 7 linear 0,40 / 9,00 11,50 6,00

2 linear 6,00 / 0,40 11,50 -3,00 2 linear 0,40 / 9,00 16,00 0,00 * - head present

3.5. Calculation results:

3.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):13,09 125,66 12,838,11

Modified required reinforcement (cm2/m):11,55 5,77 12,146,35

Original required reinforcement (cm2/m):11,55 5,77 12,146,35

Coordinates (m):11,50;0,00 7,00;0,00 11,50;0,008,50;3,50

3.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 11,55/13,09 3,14/5,24 11,55/13,09

3,14/5,24Ax(-) (cm2/m) 3,14/7,62 5,77/125,66 3,14/7,62

4,64/7,18Ay(+) (cm2/m) 12,14/12,83 3,14/12,83 12,14/12,83

3,14/12,83Ay(-) (cm2/m) 3,14/3,81 3,14/3,81 3,14/3,81

6,35/8,11

ULSMxx (kN*m/m) 79,09 -41,88 79,09

-13,42Myy (kN*m/m) 83,24 -5,13 83,24

-27,96Mxy (kN*m/m) 1,41 -1,64 1,41

19,09

Coordinates (m) 11,50;0,00 7,00;0,00 11,50;0,008,50;3,50

Coordinates* (m) 11,50;0,00;0,00 7,00;0,00;0,00 11,50;0,00;0,008,50;3,50;0,00* - Coordinates in the structure global coordinate system

3.5.4. Deflection|f(+)| = 0,0 (cm)

ax = 0,00 (mm)

Thickness 0,20 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 7,00 0,00 7,00 -6,00 6,002 7,00 -6,00 11,50 -6,00 4,503 11,50 -6,00 11,50 0,00 6,004 11,50 0,00 7,00 0,00 4,50

Support:n Name dimensions coordinates edge

(m) x y1 linear 0,40 / 9,00 7,00 0,00 8 linear 0,40 / 9,00 7,00 -6,00 19 linear 6,00 / 0,25 7,00 -3,00 2 point 0,40 / 0,40 11,50 0,00 2 linear 6,00 / 0,25 11,50 3,00 7 linear 6,00 / 0,40 7,00 3,00 2 linear 6,00 / 0,40 11,50 -3,00 9 point 0,40 / 0,40 11,50 -6,00 2 linear 0,40 / 9,00 16,00 0,00 9 linear 0,40 / 9,00 16,00 -6,00 24 linear 6,00 / 0,25 7,00 -9,00 9 linear 6,00 / 0,40 11,50 -9,00 * - head present

4.5. Calculation results:

4.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):13,09 7,18 12,833,81

Modified required reinforcement (cm2/m):10,36 5,94 11,393,14

Original required reinforcement (cm2/m):10,34 5,94 9,193,14

Coordinates (m):11,50;0,00 7,00;-0,50 11,50;0,007,00;0,00

4.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 10,36/13,09 3,14/5,24 10,36/13,09

3,14/5,24Ax(-) (cm2/m) 3,14/7,62 5,94/7,18 3,14/7,62

5,94/125,66

Ay(+) (cm2/m) 11,39/12,83 3,14/12,83 11,39/12,833,14/12,83

Ay(-) (cm2/m) 3,14/3,81 3,14/3,59 3,14/3,813,14/3,81

ULSMxx (kN*m/m) 74,97 -43,18 74,97

-41,25Myy (kN*m/m) 62,64 -5,08 62,64

-1,83Mxy (kN*m/m) 1,88 1,02 1,88

1,91

Coordinates (m) 11,50;0,00 7,00;-0,50 11,50;0,007,00;0,00

Coordinates* (m) 11,50;0,00;0,00 7,00;-0,50;0,00 11,50;0,00;0,007,00;0,00;0,00* - Coordinates in the structure global coordinate system

4.5.4. Deflection|f(+)| = 0,0 (cm)

cement class : N

5.3. Hypothesis

Calculations according to : EN 1992-1-1:2004 AC:2008

Method of reinforcement area calculations : analytical Allowable cracking width

- upper layer : 0,40 (mm)- lower layer : 0,40 (mm)

Allowable deflection : 3,0 (cm) Verification of punching : yes Exposure

- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

5.4. Slab geometry

Thickness 0,15 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 4,50 0,00 4,50 6,00 6,002 4,50 6,00 7,00 6,00 2,503 7,00 6,00 7,00 0,00 6,004 7,00 0,00 4,50 0,00 2,50

Support:n Name dimensions coordinates edge

(m) x y1 linear 0,40 / 9,00 7,00 0,00 19 linear 6,00 / 0,25 7,00 -3,00 7 point 0,40 / 0,40 7,00 6,00 7 linear 6,00 / 0,40 7,00 3,00 7 linear 0,40 / 9,00 11,50 6,00 * - head present

5.5. Calculation results:

5.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):17,45 7,18 25,667,18

Modified required reinforcement (cm2/m):14,26 4,40 25,015,80

Original required reinforcement (cm2/m):13,65 4,40 25,015,80

Coordinates (m):7,00;5,50 7,00;0,50 4,50;0,004,50;2,00

5.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 14,26/17,45 3,14/5,24 3,57/5,24

3,14/5,24Ax(-) (cm2/m) 3,14/7,18 4,40/7,18 3,14/6,79

3,58/7,18Ay(+) (cm2/m) 3,14/12,83 3,14/12,83 25,01/25,66

3,14/25,66Ay(-) (cm2/m) 3,14/8,11 3,14/3,59 3,38/3,59

5,80/7,18

ULSMxx (kN*m/m) 58,55 -22,58 3,91

-0,35Myy (kN*m/m) 10,47 -5,63 91,52

-18,52Mxy (kN*m/m) 5,27 -1,58 -8,52

-12,25

Coordinates (m) 7,00;5,50 7,00;0,50 4,50;0,004,50;2,00

Coordinates* (m) 7,00;5,50;0,00 7,00;0,50;0,00 4,50;0,00;0,004,50;2,00;0,00* - Coordinates in the structure global coordinate system

5.5.4. Deflection|f(+)| = 0,0 (cm)

Horizontal branch of the stress-strain diagram Ductility class : B Bar diameters bottom d1 = 1,0 (cm) d2 = 1,0 (cm)

top d1 = 1,0 (cm) d2 = 1,0 (cm) Cover bottom c1 = 2,0 (cm)

top c2 = 2,0 (cm) Cover deviations Cdev = 0,0(cm), Cdur = 0,0(cm)

6.2. Concrete

Class : C25/30; Characteristic strength = 25,00 MPaRectangular stress distribution [3.1.7(3)]

Density : 2501,36 (kG/m3) Concrete creep coefficient : 1,44 cement class : N

6.3. Hypothesis

Calculations according to : EN 1992-1-1:2004 AC:2008

Method of reinforcement area calculations : analytical Allowable cracking width

- upper layer : 0,40 (mm)- lower layer : 0,40 (mm)

Allowable deflection : 3,0 (cm) Verification of punching : yes Exposure

- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

6.4. Slab geometry

Thickness 0,15 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 11,50 6,00 11,50 8,50 2,502 11,50 8,50 20,50 8,50 9,003 20,50 8,50 20,50 6,00 2,504 20,50 6,00 11,50 6,00 9,00

Support:n Name dimensions coordinates edge

(m) x y2 linear 6,00 / 0,25 11,50 3,00

7 linear 0,40 / 9,00 11,50 6,00 6 point 0,40 / 0,40 16,00 6,00 6 linear 0,40 / 9,00 20,50 6,00 6 linear 6,00 / 0,40 16,00 3,00 3 linear 6,00 / 0,25 20,50 3,00 * - head present

6.5. Calculation results:

6.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):13,09 7,62 10,473,59

Modified required reinforcement (cm2/m):12,67 3,14 10,363,14

Original required reinforcement (cm2/m):12,67 3,14 5,983,14

Coordinates (m):16,50;6,00 11,50;6,00 16,00;6,0011,50;6,00

6.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 12,67/13,09 12,00/13,09 12,58/13,09

12,00/13,09Ax(-) (cm2/m) 3,14/3,59 3,14/7,62 3,14/3,59

3,14/7,62Ay(+) (cm2/m) 10,36/10,47 3,14/12,83 10,36/10,47

3,14/12,83Ay(-) (cm2/m) 3,14/3,35 3,14/3,59 3,14/3,59

3,14/3,59

ULSMxx (kN*m/m) 26,86 1,30 37,70

1,30Myy (kN*m/m) 58,05 56,75 74,66

56,75Mxy (kN*m/m) 0,88 -1,93 -0,10

-1,93

Coordinates (m) 16,50;6,00 11,50;6,00 16,00;6,0011,50;6,00

Coordinates* (m) 16,50;6,00;0,00 11,50;6,00;0,00 16,00;6,00;0,0011,50;6,00;0,00* - Coordinates in the structure global coordinate system

6.5.4. Deflection|f(+)| = 0,0 (cm)

6.5.5. Crackingupper layerax = 0,00 (mm)

7.4. Slab geometry

Thickness 0,15 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 11,50 -20,50 11,50 -18,00 2,502 11,50 -18,00 20,50 -18,00 9,003 20,50 -18,00 20,50 -20,50 2,504 20,50 -20,50 11,50 -20,50 9,00

Support:n Name dimensions coordinates edge

(m) x y17 point 0,40 / 0,40 16,00 -18,00 17 linear 0,40 / 9,00 11,50 -18,00 17 linear 0,40 / 9,00 20,50 -18,00 14 linear 6,00 / 0,25 11,50 -15,00 17 linear 6,00 / 0,40 16,00 -15,00 13 linear 6,00 / 0,25 20,50 -15,00 * - head present

7.5. Calculation results:

7.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):13,09 3,35 14,283,35

Modified required reinforcement (cm2/m):12,67 3,14 10,363,14

Original required reinforcement (cm2/m):12,67 3,14 5,983,14

Coordinates (m):16,50;-18,00 11,50;-20,50 16,00;-18,0011,50;-20,50

7.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 12,67/13,09 3,14/6,54 12,58/13,09

3,14/6,54Ax(-) (cm2/m) 3,14/3,35 3,14/3,35 3,14/3,35

3,14/3,35Ay(+) (cm2/m) 10,36/12,08 3,14/5,61 10,36/14,28

3,14/5,61Ay(-) (cm2/m) 3,14/3,35 3,14/3,35 3,14/3,54

3,14/3,35

ULSMxx (kN*m/m) 26,86 -0,28 37,70

-0,28Myy (kN*m/m) 58,05 -0,24 74,66

-0,24Mxy (kN*m/m) -0,88 0,73 0,10

0,73

Coordinates (m) 16,50;-18,00 11,50;-20,50 16,00;-18,0011,50;-20,50

Coordinates* (m) 16,50;-18,00;0,00 11,50;-20,50;0,00 16,00;-18,00;0,0011,50;-20,50;0,00* - Coordinates in the structure global coordinate system

7.5.4. Deflection|f(+)| = 0,0 (cm)

Calculations according to : EN 1992-1-1:2004 AC:2008

Method of reinforcement area calculations : analytical Allowable cracking width

- upper layer : 0,40 (mm)- lower layer : 0,40 (mm)

Allowable deflection : 3,0 (cm) Verification of punching : yes Exposure

- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

8.4. Slab geometry

Thickness 0,20 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 11,50 6,00 11,50 0,00 6,002 11,50 0,00 16,00 0,00 4,503 16,00 0,00 16,00 6,00 6,004 16,00 6,00 11,50 6,00 4,50

Support:n Name dimensions coordinates edge

(m) x y1 linear 0,40 / 9,00 7,00 0,00 2 point 0,40 / 0,40 11,50 0,00 2 linear 6,00 / 0,25 11,50 3,00 7 linear 0,40 / 9,00 11,50 6,00 2 linear 6,00 / 0,40 11,50 -3,00 6 point 0,40 / 0,40 16,00 6,00 6 linear 0,40 / 9,00 20,50 6,00 2 linear 0,40 / 9,00 16,00 0,00 6 linear 6,00 / 0,40 16,00 3,00 21 linear 6,00 / 0,25 16,00 -3,00 * - head present

8.5. Calculation results:

8.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):

13,09 7,62 12,838,11

Modified required reinforcement (cm2/m):11,01 4,00 12,003,65

Original required reinforcement (cm2/m):11,01 4,00 12,003,65

Coordinates (m):11,50;0,00 11,50;6,00 11,50;0,0013,50;3,50

8.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 11,01/13,09 3,14/13,09 11,01/13,09

3,14/5,24Ax(-) (cm2/m) 3,14/7,62 4,00/7,62 3,14/7,62

3,14/3,59Ay(+) (cm2/m) 12,00/12,83 3,14/12,83 12,00/12,83

3,14/12,83Ay(-) (cm2/m) 3,14/3,81 3,14/3,59 3,14/3,81

3,65/8,11

ULSMxx (kN*m/m) 79,46 -25,03 79,46

-4,62Myy (kN*m/m) 83,31 -9,02 83,31

-19,47Mxy (kN*m/m) 2,83 8,18 2,83

-11,94

Coordinates (m) 11,50;0,00 11,50;6,00 11,50;0,0013,50;3,50

Coordinates* (m) 11,50;0,00;0,00 11,50;6,00;0,00 11,50;0,00;0,0013,50;3,50;0,00* - Coordinates in the structure global coordinate system

8.5.4. Deflection|f(+)| = 0,0 (cm)

Main reinforcement grade : B500B; Characteristic strength = 500,00 MPaHorizontal branch of the stress-strain diagram

Ductility class : B Bar diameters bottom d1 = 1,0 (cm) d2 = 1,0 (cm)

top d1 = 1,0 (cm) d2 = 1,0 (cm) Cover bottom c1 = 2,0 (cm)

top c2 = 2,0 (cm) Cover deviations Cdev = 0,0(cm), Cdur = 0,0(cm)

9.2. Concrete

Class : C25/30; Characteristic strength = 25,00 MPaRectangular stress distribution [3.1.7(3)]

Density : 2501,36 (kG/m3) Concrete creep coefficient : 1,39 cement class : N

9.3. Hypothesis

Calculations according to : EN 1992-1-1:2004 AC:2008

Method of reinforcement area calculations : analytical Allowable cracking width

- upper layer : 0,40 (mm)- lower layer : 0,40 (mm)

Allowable deflection : 3,0 (cm) Verification of punching : yes Exposure

- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

9.4. Slab geometry

Thickness 0,20 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 11,50 0,00 11,50 -6,00 6,002 11,50 -6,00 16,00 -6,00 4,503 16,00 -6,00 16,00 0,00 6,004 16,00 0,00 11,50 0,00 4,50

Support:n Name dimensions coordinates edge

(m) x y

1 linear 0,40 / 9,00 7,00 0,00 8 linear 0,40 / 9,00 7,00 -6,00 2 point 0,40 / 0,40 11,50 0,00 2 linear 6,00 / 0,25 11,50 3,00 2 linear 6,00 / 0,40 11,50 -3,00 9 point 0,40 / 0,40 11,50 -6,00 2 linear 0,40 / 9,00 16,00 0,00 6 linear 6,00 / 0,40 16,00 3,00 9 linear 0,40 / 9,00 16,00 -6,00 21 linear 6,00 / 0,25 16,00 -3,00 9 linear 6,00 / 0,40 11,50 -9,00 23 linear 6,00 / 0,25 16,00 -9,00 * - head present

9.5. Calculation results:

9.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):13,09 7,62 12,833,81

Modified required reinforcement (cm2/m):10,38 3,14 11,393,14

Original required reinforcement (cm2/m):10,38 3,14 9,613,14

Coordinates (m):11,50;0,00 11,50;0,00 11,50;0,0011,50;0,00

9.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 10,38/13,09 10,38/13,09 10,38/13,09

10,38/13,09Ax(-) (cm2/m) 3,14/7,62 3,14/7,62 3,14/7,62

3,14/7,62Ay(+) (cm2/m) 11,39/12,83 11,39/12,83 11,39/12,83

11,39/12,83Ay(-) (cm2/m) 3,14/3,81 3,14/3,81 3,14/3,81

3,14/3,81

ULSMxx (kN*m/m) 75,34 75,34 75,34

75,34Myy (kN*m/m) 62,71 62,71 62,71

62,71Mxy (kN*m/m) 2,04 2,04 2,04

2,04

Coordinates (m) 11,50;0,00 11,50;0,00 11,50;0,0011,50;0,00

Coordinates* (m) 11,50;0,00;0,00 11,50;0,00;0,00 11,50;0,00;0,0011,50;0,00;0,00* - Coordinates in the structure global coordinate system

9.5.4. Deflection|f(+)| = 0,0 (cm)

Exposure- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

10.4. Slab geometry

Thickness 0,15 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 32,00 -6,00 32,00 0,00 6,002 32,00 0,00 29,50 0,00 2,503 29,50 0,00 29,50 -6,00 6,004 29,50 -6,00 32,00 -6,00 2,50

Support:n Name dimensions coordinates edge

(m) x y4 point 0,40 / 0,40 29,50 0,00 4 linear 6,00 / 0,40 29,50 -3,00 11 point 0,40 / 0,40 29,50 -6,00 11 linear 0,40 / 2,50 30,75 -6,00 4 linear 0,40 / 9,00 25,00 0,00 11 linear 0,40 / 9,00 25,00 -6,00 11 linear 6,00 / 0,40 29,50 -9,00 * - head present

10.5. Calculation results:

10.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):22,44 3,59 12,833,81

Modified required reinforcement (cm2/m):11,16 3,14 12,143,14

Original required reinforcement (cm2/m):11,16 3,14 5,463,14

Coordinates (m):29,50;-0,50 32,00;-6,00 29,50;-6,0032,00;-6,00

10.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 11,16/22,44 3,14/5,24 5,91/12,08

3,14/5,24Ax(-) (cm2/m) 3,14/3,59 3,14/3,59 3,14/3,59

3,14/3,59Ay(+) (cm2/m) 3,14/12,83 7,59/12,83 12,14/12,83

7,59/12,83Ay(-) (cm2/m) 3,14/3,59 3,14/3,81 3,14/3,81

3,14/3,81

ULSMxx (kN*m/m) 51,87 6,94 17,66

6,94Myy (kN*m/m) 8,07 35,04 24,48

35,04Mxy (kN*m/m) -2,97 -1,39 -1,23

-1,39

Coordinates (m) 29,50;-0,50 32,00;-6,00 29,50;-6,0032,00;-6,00

Coordinates* (m) 29,50;-0,50;0,00 32,00;-6,00;0,00 29,50;-6,00;0,0032,00;-6,00;0,00* - Coordinates in the structure global coordinate system

10.5.4. Deflection|f(+)| = 0,0 (cm)

Class : C25/30; Characteristic strength = 25,00 MPaRectangular stress distribution [3.1.7(3)]

Density : 2501,36 (kG/m3) Concrete creep coefficient : 1,39 cement class : N

11.3. Hypothesis

Calculations according to : EN 1992-1-1:2004 AC:2008

Method of reinforcement area calculations : analytical Allowable cracking width

- upper layer : 0,40 (mm)- lower layer : 0,40 (mm)

Allowable deflection : 3,0 (cm) Verification of punching : yes Exposure

- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

11.4. Slab geometry

Thickness 0,20 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 29,50 0,00 29,50 -6,00 6,002 29,50 -6,00 25,00 -6,00 4,503 25,00 -6,00 25,00 0,00 6,004 25,00 0,00 29,50 0,00 4,50

Support:n Name dimensions coordinates edge

(m) x y4 point 0,40 / 0,40 29,50 0,00 4 linear 6,00 / 0,40 29,50 -3,00 11 point 0,40 / 0,40 29,50 -6,00 11 linear 0,40 / 2,50 30,75 -6,00 4 linear 0,40 / 9,00 25,00 0,00 11 linear 0,40 / 9,00 25,00 -6,00 20 linear 6,00 / 0,25 25,00 -3,00 5 linear 6,00 / 0,40 25,00 3,00 11 linear 6,00 / 0,40 29,50 -9,00 22 linear 6,00 / 0,25 25,00 -9,00 * - head present

11.5. Calculation results:

11.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):12,08 6,79 12,836,44

Modified required reinforcement (cm2/m):4,57 6,17 8,093,89

Original required reinforcement (cm2/m):4,57 6,17 8,093,89

Coordinates (m):29,50;-6,00 25,50;0,00 29,50;-6,0029,50;-2,50

11.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 4,57/12,08 3,14/5,24 4,57/12,08

3,14/12,08Ax(-) (cm2/m) 3,14/3,59 6,17/6,79 3,14/3,59

3,14/3,59Ay(+) (cm2/m) 8,09/12,83 3,14/12,83 8,09/12,83

3,14/12,83Ay(-) (cm2/m) 3,14/3,81 3,14/3,59 3,14/3,81

3,89/6,44

ULSMxx (kN*m/m) 37,42 -44,51 37,42

8,99Myy (kN*m/m) 55,90 -1,38 55,90

-27,80Mxy (kN*m/m) -3,17 -4,23 -3,17

-2,35

Coordinates (m) 29,50;-6,00 25,50;0,00 29,50;-6,0029,50;-2,50

Coordinates* (m) 29,50;-6,00;0,00 25,50;0,00;0,00 29,50;-6,00;0,0029,50;-2,50;0,00* - Coordinates in the structure global coordinate system

11.5.4. Deflection|f(+)| = 0,0 (cm)

ay = 0,00 (mm)

edge beginning end lengthx1 y1 x2 y2 (m)

1 25,00 6,00 25,00 0,00 6,002 25,00 0,00 20,50 0,00 4,503 20,50 0,00 20,50 6,00 6,004 20,50 6,00 25,00 6,00 4,50

Support:n Name dimensions coordinates edge

(m) x y6 linear 0,40 / 9,00 20,50 6,00 2 linear 0,40 / 9,00 16,00 0,00 4 linear 0,40 / 9,00 25,00 0,00 20 linear 6,00 / 0,25 25,00 -3,00 3 point 0,40 / 0,40 20,50 0,00 3 linear 6,00 / 0,25 20,50 3,00 5 point 0,40 / 0,40 25,00 6,00 5 linear 6,00 / 0,40 25,00 3,00 3 linear 6,00 / 0,40 20,50 -3,00 * - head present

12.5. Calculation results:

12.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):13,09 125,66 12,836,44

Modified required reinforcement (cm2/m):11,55 5,77 12,146,35

Original required reinforcement (cm2/m):11,55 5,77 12,146,35

Coordinates (m):20,50;0,00 25,00;0,00 20,50;0,0023,50;3,50

12.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 11,55/13,09 3,14/5,24 11,55/13,09

3,14/5,24Ax(-) (cm2/m) 3,14/7,62 5,77/125,66 3,14/7,62

4,64/7,18Ay(+) (cm2/m) 12,14/12,83 3,14/12,83 12,14/12,83

3,14/12,83Ay(-) (cm2/m) 3,14/3,81 3,14/3,59 3,14/3,81

6,35/6,44

ULSMxx (kN*m/m) 79,09 -41,88 79,09

-16,15

Myy (kN*m/m) 83,24 -4,75 83,24-26,61

Mxy (kN*m/m) -1,24 2,66 -1,24-19,09

Coordinates (m) 20,50;0,00 25,00;0,00 20,50;0,0023,50;3,50

Coordinates* (m) 20,50;0,00;0,00 25,00;0,00;0,00 20,50;0,00;0,0023,50;3,50;0,00* - Coordinates in the structure global coordinate system

12.5.4. Deflection|f(+)| = 0,0 (cm)

Method of reinforcement area calculations : analytical Allowable cracking width

- upper layer : 0,40 (mm)- lower layer : 0,40 (mm)

Allowable deflection : 3,0 (cm) Verification of punching : yes Exposure

- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

13.4. Slab geometry

Thickness 0,20 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 25,00 0,00 25,00 -6,00 6,002 25,00 -6,00 20,50 -6,00 4,503 20,50 -6,00 20,50 0,00 6,004 20,50 0,00 25,00 0,00 4,50

Support:n Name dimensions coordinates edge

(m) x y2 linear 0,40 / 9,00 16,00 0,00 9 linear 0,40 / 9,00 16,00 -6,00 4 linear 0,40 / 9,00 25,00 0,00 11 linear 0,40 / 9,00 25,00 -6,00 20 linear 6,00 / 0,25 25,00 -3,00 3 point 0,40 / 0,40 20,50 0,00 3 linear 6,00 / 0,25 20,50 3,00 5 linear 6,00 / 0,40 25,00 3,00 3 linear 6,00 / 0,40 20,50 -3,00 10 point 0,40 / 0,40 20,50 -6,00 22 linear 6,00 / 0,25 25,00 -9,00 10 linear 6,00 / 0,40 20,50 -9,00 * - head present

13.5. Calculation results:

13.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):13,09 7,18 12,833,59

Modified required reinforcement (cm2/m):10,36 5,94 11,393,14

Original required reinforcement (cm2/m):10,34 5,94 9,193,14

Coordinates (m):20,50;0,00 25,00;-0,50 20,50;0,0025,00;0,00

13.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 10,36/13,09 3,14/5,24 10,36/13,09

3,14/5,24Ax(-) (cm2/m) 3,14/7,62 5,94/7,18 3,14/7,62

5,94/125,66Ay(+) (cm2/m) 11,39/12,83 3,14/12,83 11,39/12,83

3,14/12,83Ay(-) (cm2/m) 3,14/3,81 3,14/3,59 3,14/3,81

3,14/3,59

ULSMxx (kN*m/m) 74,97 -43,18 74,97

-41,25Myy (kN*m/m) 62,64 -4,83 62,64

-1,00Mxy (kN*m/m) -1,45 -2,70 -1,45

-3,35

Coordinates (m) 20,50;0,00 25,00;-0,50 20,50;0,0025,00;0,00

Coordinates* (m) 20,50;0,00;0,00 25,00;-0,50;0,00 20,50;0,00;0,0025,00;0,00;0,00* - Coordinates in the structure global coordinate system

13.5.4. Deflection|f(+)| = 0,0 (cm)

Horizontal branch of the stress-strain diagram Ductility class : B Bar diameters bottom d1 = 1,0 (cm) d2 = 1,0 (cm)

top d1 = 1,0 (cm) d2 = 1,0 (cm) Cover bottom c1 = 2,0 (cm)

top c2 = 2,0 (cm) Cover deviations Cdev = 0,0(cm), Cdur = 0,0(cm)

14.2. Concrete

Class : C25/30; Characteristic strength = 25,00 MPaRectangular stress distribution [3.1.7(3)]

Density : 2501,36 (kG/m3) Concrete creep coefficient : 1,44 cement class : N

14.3. Hypothesis

Calculations according to : EN 1992-1-1:2004 AC:2008

Method of reinforcement area calculations : analytical Allowable cracking width

- upper layer : 0,40 (mm)- lower layer : 0,40 (mm)

Allowable deflection : 3,0 (cm) Verification of punching : yes Exposure

- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

14.4. Slab geometry

Thickness 0,15 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 27,50 0,00 27,50 6,00 6,002 27,50 6,00 25,00 6,00 2,503 25,00 6,00 25,00 0,00 6,004 25,00 0,00 27,50 0,00 2,50

Support:n Name dimensions coordinates edge

(m) x y6 linear 0,40 / 9,00 20,50 6,00

4 linear 0,40 / 9,00 25,00 0,00 20 linear 6,00 / 0,25 25,00 -3,00 5 point 0,40 / 0,40 25,00 6,00 5 linear 6,00 / 0,40 25,00 3,00 * - head present

14.5. Calculation results:

14.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):17,45 7,18 33,467,18

Modified required reinforcement (cm2/m):14,26 4,40 25,015,52

Original required reinforcement (cm2/m):13,65 4,40 25,015,52

Coordinates (m):25,00;5,50 25,00;0,50 27,50;0,0027,50;2,00

14.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 14,26/17,45 3,14/5,24 3,36/5,24

3,14/5,24Ax(-) (cm2/m) 3,14/3,59 4,40/7,18 3,14/6,79

3,48/7,18Ay(+) (cm2/m) 3,14/12,83 3,14/12,83 25,01/33,46

3,14/25,66Ay(-) (cm2/m) 3,14/6,44 3,14/3,59 3,38/3,59

5,52/7,18

ULSMxx (kN*m/m) 58,55 -22,58 3,91

-0,34Myy (kN*m/m) 10,47 -5,07 91,52

-17,85Mxy (kN*m/m) -5,27 2,00 8,43

11,96

Coordinates (m) 25,00;5,50 25,00;0,50 27,50;0,0027,50;2,00

Coordinates* (m) 25,00;5,50;0,00 25,00;0,50;0,00 27,50;0,00;0,0027,50;2,00;0,00* - Coordinates in the structure global coordinate system

14.5.4. Deflection|f(+)| = 0,0 (cm)

14.5.5. Crackingupper layerax = 0,00 (mm)

15.4. Slab geometry

Thickness 0,20 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 20,50 6,00 20,50 0,00 6,002 20,50 0,00 16,00 0,00 4,503 16,00 0,00 16,00 6,00 6,004 16,00 6,00 20,50 6,00 4,50

Support:n Name dimensions coordinates edge

(m) x y7 linear 0,40 / 9,00 11,50 6,00 6 point 0,40 / 0,40 16,00 6,00 6 linear 0,40 / 9,00 20,50 6,00 2 linear 0,40 / 9,00 16,00 0,00 6 linear 6,00 / 0,40 16,00 3,00 21 linear 6,00 / 0,25 16,00 -3,00 4 linear 0,40 / 9,00 25,00 0,00 3 point 0,40 / 0,40 20,50 0,00 3 linear 6,00 / 0,25 20,50 3,00 3 linear 6,00 / 0,40 20,50 -3,00 * - head present

15.5. Calculation results:

15.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):13,09 7,62 12,836,44

Modified required reinforcement (cm2/m):11,01 4,00 12,003,79

Original required reinforcement (cm2/m):11,01 4,00 12,003,79

Coordinates (m):20,50;0,00 20,50;6,00 20,50;0,0018,50;3,50

15.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 11,01/13,09 3,14/13,09 11,01/13,09

3,14/5,24Ax(-) (cm2/m) 3,14/7,62 4,00/7,62 3,14/7,62

3,14/3,59Ay(+) (cm2/m) 12,00/12,83 3,14/12,83 12,00/12,83

3,14/12,83Ay(-) (cm2/m) 3,14/3,81 3,14/6,44 3,14/3,81

3,79/6,44

ULSMxx (kN*m/m) 79,46 -25,03 79,46

-4,94Myy (kN*m/m) 83,31 -8,71 83,31

-21,39Mxy (kN*m/m) -3,01 -8,18 -3,01

11,94

Coordinates (m) 20,50;0,00 20,50;6,00 20,50;0,0018,50;3,50

Coordinates* (m) 20,50;0,00;0,00 20,50;6,00;0,00 20,50;0,00;0,0018,50;3,50;0,00* - Coordinates in the structure global coordinate system

15.5.4. Deflection|f(+)| = 0,0 (cm)

16.3. Hypothesis

Calculations according to : EN 1992-1-1:2004 AC:2008

Method of reinforcement area calculations : analytical Allowable cracking width

- upper layer : 0,40 (mm)- lower layer : 0,40 (mm)

Allowable deflection : 3,0 (cm) Verification of punching : yes Exposure

- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

16.4. Slab geometry

Thickness 0,20 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 20,50 0,00 20,50 -6,00 6,002 20,50 -6,00 16,00 -6,00 4,503 16,00 -6,00 16,00 0,00 6,004 16,00 0,00 20,50 0,00 4,50

Support:n Name dimensions coordinates edge

(m) x y2 linear 0,40 / 9,00 16,00 0,00 6 linear 6,00 / 0,40 16,00 3,00 9 linear 0,40 / 9,00 16,00 -6,00 21 linear 6,00 / 0,25 16,00 -3,00 4 linear 0,40 / 9,00 25,00 0,00 11 linear 0,40 / 9,00 25,00 -6,00 3 point 0,40 / 0,40 20,50 0,00 3 linear 6,00 / 0,25 20,50 3,00 3 linear 6,00 / 0,40 20,50 -3,00 10 point 0,40 / 0,40 20,50 -6,00 23 linear 6,00 / 0,25 16,00 -9,00 10 linear 6,00 / 0,40 20,50 -9,00 * - head present

16.5. Calculation results:

16.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):13,09 7,62 12,833,81

Modified required reinforcement (cm2/m):10,38 3,14 11,393,14

Original required reinforcement (cm2/m):10,38 3,14 9,613,14

Coordinates (m):20,50;0,00 20,50;0,00 20,50;0,0020,50;0,00

16.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 10,38/13,09 10,38/13,09 10,38/13,09

10,38/13,09Ax(-) (cm2/m) 3,14/7,62 3,14/7,62 3,14/7,62

3,14/7,62Ay(+) (cm2/m) 11,39/12,83 11,39/12,83 11,39/12,83

11,39/12,83Ay(-) (cm2/m) 3,14/3,81 3,14/3,81 3,14/3,81

3,14/3,81

ULSMxx (kN*m/m) 75,34 75,34 75,34

75,34Myy (kN*m/m) 62,71 62,71 62,71

62,71Mxy (kN*m/m) -1,92 -1,92 -1,92

-1,92

Coordinates (m) 20,50;0,00 20,50;0,00 20,50;0,0020,50;0,00

Coordinates* (m) 20,50;0,00;0,00 20,50;0,00;0,00 20,50;0,00;0,0020,50;0,00;0,00* - Coordinates in the structure global coordinate system

16.5.4. Deflection|f(+)| = 0,0 (cm)

17.1. Reinforcement: Type : RC floor bX Main reinforcement direction : 0 Main reinforcement grade : B500B; Characteristic strength = 500,00 MPa

Horizontal branch of the stress-strain diagram Ductility class : B Bar diameters bottom d1 = 1,0 (cm) d2 = 1,0 (cm)

top d1 = 1,0 (cm) d2 = 1,0 (cm) Cover bottom c1 = 2,0 (cm)

top c2 = 2,0 (cm) Cover deviations Cdev = 0,0(cm), Cdur = 0,0(cm)

17.2. Concrete

Class : C25/30; Characteristic strength = 25,00 MPaRectangular stress distribution [3.1.7(3)]

Density : 2501,36 (kG/m3) Concrete creep coefficient : 1,44 cement class : N

17.3. Hypothesis

Calculations according to : EN 1992-1-1:2004 AC:2008

Method of reinforcement area calculations : analytical Allowable cracking width

- upper layer : 0,40 (mm)- lower layer : 0,40 (mm)

Allowable deflection : 3,0 (cm) Verification of punching : yes Exposure

- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

17.4. Slab geometry

Thickness 0,15 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 0,00 -6,00 0,00 -12,00 6,002 0,00 -12,00 2,50 -12,00 2,503 2,50 -12,00 2,50 -6,00 6,00

4 2,50 -6,00 0,00 -6,00 2,50

Support:n Name dimensions coordinates edge

(m) x y1 linear 6,00 / 0,40 2,50 -3,00 8 point 0,40 / 0,40 2,50 -6,00 8 linear 0,40 / 2,50 1,25 -6,00 8 linear 0,40 / 9,00 7,00 -6,00 8 linear 6,00 / 0,40 2,50 -9,00 15 point 0,40 / 0,40 2,50 -12,00 15 linear 0,40 / 9,00 7,00 -12,00 * - head present

17.5. Calculation results:

17.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):14,28 3,59 12,833,81

Modified required reinforcement (cm2/m):11,16 3,14 12,143,14

Original required reinforcement (cm2/m):11,16 3,14 5,463,14

Coordinates (m):2,50;-11,50 0,00;-6,00 2,50;-6,000,00;-6,00

17.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 11,16/14,28 3,14/5,24 5,91/14,28

3,14/5,24Ax(-) (cm2/m) 3,14/3,59 3,14/3,59 3,14/3,59

3,14/3,59Ay(+) (cm2/m) 3,14/12,83 7,95/12,83 12,14/12,83

7,95/12,83Ay(-) (cm2/m) 3,14/3,59 3,14/3,81 3,14/3,81

3,14/3,81

ULSMxx (kN*m/m) 51,87 7,23 17,66

7,23Myy (kN*m/m) 8,07 36,50 24,48

36,50Mxy (kN*m/m) -2,97 -1,50 -1,63

-1,50

Coordinates (m) 2,50;-11,50 0,00;-6,00 2,50;-6,000,00;-6,00

Coordinates* (m) 2,50;-11,50;0,00 0,00;-6,00;0,00 2,50;-6,00;0,000,00;-6,00;0,00* - Coordinates in the structure global coordinate system

17.5.4. Deflection|f(+)| = 0,0 (cm)

Exposure- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

18.4. Slab geometry

Thickness 0,20 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 2,50 -12,00 2,50 -6,00 6,002 2,50 -6,00 7,00 -6,00 4,503 7,00 -6,00 7,00 -12,00 6,004 7,00 -12,00 2,50 -12,00 4,50

Support:n Name dimensions coordinates edge

(m) x y1 linear 6,00 / 0,40 2,50 -3,00 8 point 0,40 / 0,40 2,50 -6,00 8 linear 0,40 / 2,50 1,25 -6,00 8 linear 0,40 / 9,00 7,00 -6,00 19 linear 6,00 / 0,25 7,00 -3,00 8 linear 6,00 / 0,40 2,50 -9,00 15 point 0,40 / 0,40 2,50 -12,00 15 linear 0,40 / 9,00 7,00 -12,00 24 linear 6,00 / 0,25 7,00 -9,00 16 linear 6,00 / 0,40 7,00 -15,00 * - head present

18.5. Calculation results:

18.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):14,28 6,79 12,837,18

Modified required reinforcement (cm2/m):4,57 6,17 8,093,61

Original required reinforcement (cm2/m):4,57 6,17 8,093,61

Coordinates (m):2,50;-6,00 6,50;-12,00 2,50;-6,002,50;-9,50

18.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 4,57/14,28 3,14/5,24 4,57/14,28

3,14/17,45Ax(-) (cm2/m) 3,14/3,59 6,17/6,79 3,14/3,59

3,14/3,59Ay(+) (cm2/m) 8,09/12,83 3,14/12,83 8,09/12,83

3,14/12,83Ay(-) (cm2/m) 3,14/3,81 3,14/7,18 3,14/3,81

3,61/7,18

ULSMxx (kN*m/m) 37,42 -44,51 37,42

8,99Myy (kN*m/m) 55,90 -1,56 55,90

-25,40Mxy (kN*m/m) -4,19 -2,51 -4,19

-3,30

Coordinates (m) 2,50;-6,00 6,50;-12,00 2,50;-6,002,50;-9,50

Coordinates* (m) 2,50;-6,00;0,00 6,50;-12,00;0,00 2,50;-6,00;0,002,50;-9,50;0,00* - Coordinates in the structure global coordinate system

18.5.4. Deflection|f(+)| = 0,0 (cm)

19.2. Concrete

Class : C25/30; Characteristic strength = 25,00 MPaRectangular stress distribution [3.1.7(3)]

Density : 2501,36 (kG/m3) Concrete creep coefficient : 1,39 cement class : N

19.3. Hypothesis

Calculations according to : EN 1992-1-1:2004 AC:2008

Method of reinforcement area calculations : analytical Allowable cracking width

- upper layer : 0,40 (mm)- lower layer : 0,40 (mm)

Allowable deflection : 3,0 (cm) Verification of punching : yes Exposure

- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

19.4. Slab geometry

Thickness 0,20 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 7,00 -18,00 7,00 -12,00 6,002 7,00 -12,00 11,50 -12,00 4,503 11,50 -12,00 11,50 -18,00 6,004 11,50 -18,00 7,00 -18,00 4,50

Support:n Name dimensions coordinates edge

(m) x y17 linear 0,40 / 9,00 11,50 -18,00 15 linear 0,40 / 9,00 7,00 -12,00 24 linear 6,00 / 0,25 7,00 -9,00 14 point 0,40 / 0,40 11,50 -12,00 14 linear 6,00 / 0,25 11,50 -15,00 16 point 0,40 / 0,40 7,00 -18,00 16 linear 6,00 / 0,40 7,00 -15,00 9 linear 6,00 / 0,40 11,50 -9,00 14 linear 0,40 / 9,00 16,00 -12,00 * - head present

19.5. Calculation results:

19.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):19,63 7,18 12,837,18

Modified required reinforcement (cm2/m):11,55 5,77 12,146,35

Original required reinforcement (cm2/m):11,55 5,77 12,146,35

Coordinates (m):11,50;-12,00 7,00;-12,00 11,50;-12,008,50;-15,50

19.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 11,55/19,63 3,14/5,24 11,55/19,63

3,14/5,24Ax(-) (cm2/m) 3,14/7,62 5,77/7,18 3,14/7,62

4,64/7,18Ay(+) (cm2/m) 12,14/12,83 3,14/12,83 12,14/12,83

3,14/12,83Ay(-) (cm2/m) 3,14/3,81 3,14/3,81 3,14/3,81

6,35/7,18

ULSMxx (kN*m/m) 79,09 -41,88 79,09

-13,42Myy (kN*m/m) 83,24 -5,13 83,24

-27,96Mxy (kN*m/m) -1,41 1,64 -1,41

-19,09

Coordinates (m) 11,50;-12,00 7,00;-12,00 11,50;-12,008,50;-15,50

Coordinates* (m) 11,50;-12,00;0,00 7,00;-12,00;0,00 11,50;-12,00;0,008,50;-15,50;0,00* - Coordinates in the structure global coordinate system

19.5.4. Deflection|f(+)| = 0,0 (cm)

ax = 0,00 (mm)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 7,00 -12,00 7,00 -6,00 6,002 7,00 -6,00 11,50 -6,00 4,503 11,50 -6,00 11,50 -12,00 6,004 11,50 -12,00 7,00 -12,00 4,50

Support:n Name dimensions coordinates edge

(m) x y8 linear 0,40 / 9,00 7,00 -6,00 19 linear 6,00 / 0,25 7,00 -3,00 2 linear 6,00 / 0,40 11,50 -3,00 9 point 0,40 / 0,40 11,50 -6,00 9 linear 0,40 / 9,00 16,00 -6,00 15 linear 0,40 / 9,00 7,00 -12,00 24 linear 6,00 / 0,25 7,00 -9,00 14 point 0,40 / 0,40 11,50 -12,00 14 linear 6,00 / 0,25 11,50 -15,00 16 linear 6,00 / 0,40 7,00 -15,00 9 linear 6,00 / 0,40 11,50 -9,00 14 linear 0,40 / 9,00 16,00 -12,00 * - head present

20.5. Calculation results:

20.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):19,63 125,66 12,833,81

Modified required reinforcement (cm2/m):10,36 5,94 11,393,14

Original required reinforcement (cm2/m):10,34 5,94 9,193,14

Coordinates (m):11,50;-12,00 7,00;-11,50 11,50;-12,007,00;-12,00

20.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 10,36/19,63 3,14/5,24 10,36/19,63

3,14/5,24Ax(-) (cm2/m) 3,14/7,62 5,94/125,66 3,14/7,62

5,94/7,18Ay(+) (cm2/m) 11,39/12,83 3,14/12,83 11,39/12,83

3,14/12,83Ay(-) (cm2/m) 3,14/3,81 3,14/3,59 3,14/3,81

3,14/3,81

ULSMxx (kN*m/m) 74,97 -43,18 74,97

-41,25Myy (kN*m/m) 62,64 -5,08 62,64

-1,83Mxy (kN*m/m) -1,88 -1,02 -1,88

-1,91

Coordinates (m) 11,50;-12,00 7,00;-11,50 11,50;-12,007,00;-12,00

Coordinates* (m) 11,50;-12,00;0,00 7,00;-11,50;0,00 11,50;-12,00;0,007,00;-12,00;0,00* - Coordinates in the structure global coordinate system

20.5.4. Deflection|f(+)| = 0,0 (cm)

21.3. Hypothesis

Calculations according to : EN 1992-1-1:2004 AC:2008

Method of reinforcement area calculations : analytical Allowable cracking width

- upper layer : 0,40 (mm)- lower layer : 0,40 (mm)

Allowable deflection : 3,0 (cm) Verification of punching : yes Exposure

- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

21.4. Slab geometry

Thickness 0,15 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 4,50 -12,00 4,50 -18,00 6,002 4,50 -18,00 7,00 -18,00 2,503 7,00 -18,00 7,00 -12,00 6,004 7,00 -12,00 4,50 -12,00 2,50

Support:n Name dimensions coordinates edge

(m) x y17 linear 0,40 / 9,00 11,50 -18,00 15 linear 0,40 / 9,00 7,00 -12,00 24 linear 6,00 / 0,25 7,00 -9,00 16 point 0,40 / 0,40 7,00 -18,00 16 linear 6,00 / 0,40 7,00 -15,00 * - head present

21.5. Calculation results:

21.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):14,28 7,18 25,667,18

Modified required reinforcement (cm2/m):14,26 4,40 25,015,80

Original required reinforcement (cm2/m):13,65 4,40 25,015,80

Coordinates (m):7,00;-17,50 7,00;-12,50 4,50;-12,004,50;-14,00

21.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 14,26/14,28 3,14/5,24 3,57/5,24

3,14/5,24Ax(-) (cm2/m) 3,14/7,18 4,40/7,18 3,14/6,79

3,58/7,18Ay(+) (cm2/m) 3,14/12,83 3,14/12,83 25,01/25,66

3,14/25,66Ay(-) (cm2/m) 3,14/7,18 3,14/3,59 3,38/7,18

5,80/7,18

ULSMxx (kN*m/m) 58,55 -22,58 3,91

-0,35Myy (kN*m/m) 10,47 -5,63 91,52

-18,52Mxy (kN*m/m) -5,27 1,58 8,52

12,25

Coordinates (m) 7,00;-17,50 7,00;-12,50 4,50;-12,004,50;-14,00

Coordinates* (m) 7,00;-17,50;0,00 7,00;-12,50;0,00 4,50;-12,00;0,004,50;-14,00;0,00* - Coordinates in the structure global coordinate system

21.5.4. Deflection|f(+)| = 0,0 (cm)

Bar diameters bottom d1 = 1,0 (cm) d2 = 1,0 (cm)top d1 = 1,0 (cm) d2 = 1,0 (cm)

Cover bottom c1 = 2,0 (cm)top c2 = 2,0 (cm)

Cover deviations Cdev = 0,0(cm), Cdur = 0,0(cm)

22.2. Concrete

Class : C25/30; Characteristic strength = 25,00 MPaRectangular stress distribution [3.1.7(3)]

Density : 2501,36 (kG/m3) Concrete creep coefficient : 1,39 cement class : N

22.3. Hypothesis

Calculations according to : EN 1992-1-1:2004 AC:2008

Method of reinforcement area calculations : analytical Allowable cracking width

- upper layer : 0,40 (mm)- lower layer : 0,40 (mm)

Allowable deflection : 3,0 (cm) Verification of punching : yes Exposure

- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

22.4. Slab geometry

Thickness 0,20 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 11,50 -18,00 11,50 -12,00 6,002 11,50 -12,00 16,00 -12,00 4,503 16,00 -12,00 16,00 -18,00 6,004 16,00 -18,00 11,50 -18,00 4,50

Support:n Name dimensions coordinates edge

(m) x y17 point 0,40 / 0,40 16,00 -18,00 17 linear 0,40 / 9,00 11,50 -18,00 17 linear 0,40 / 9,00 20,50 -18,00

15 linear 0,40 / 9,00 7,00 -12,00 14 point 0,40 / 0,40 11,50 -12,00 14 linear 6,00 / 0,25 11,50 -15,00 9 linear 6,00 / 0,40 11,50 -9,00 14 linear 0,40 / 9,00 16,00 -12,00 17 linear 6,00 / 0,40 16,00 -15,00 23 linear 6,00 / 0,25 16,00 -9,00 * - head present

22.5. Calculation results:

22.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):19,63 7,62 12,837,18

Modified required reinforcement (cm2/m):11,01 4,00 12,003,65

Original required reinforcement (cm2/m):11,01 4,00 12,003,65

Coordinates (m):11,50;-12,00 11,50;-18,00 11,50;-12,0013,50;-15,50

22.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 11,01/19,63 3,14/13,09 11,01/19,63

3,14/5,24Ax(-) (cm2/m) 3,14/7,62 4,00/7,62 3,14/7,62

3,14/3,59Ay(+) (cm2/m) 12,00/12,83 3,14/5,61 12,00/12,83

3,14/12,83Ay(-) (cm2/m) 3,14/3,81 3,14/7,18 3,14/3,81

3,65/7,18

ULSMxx (kN*m/m) 79,46 -25,03 79,46

-4,62Myy (kN*m/m) 83,31 -9,02 83,31

-19,47Mxy (kN*m/m) -2,83 -8,18 -2,83

11,94

Coordinates (m) 11,50;-12,00 11,50;-18,00 11,50;-12,0013,50;-15,50

Coordinates* (m) 11,50;-12,00;0,00 11,50;-18,00;0,00 11,50;-12,00;0,0013,50;-15,50;0,00* - Coordinates in the structure global coordinate system

22.5.4. Deflection

|f(+)| = 0,0 (cm)

Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

23.4. Slab geometry

Thickness 0,20 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 11,50 -12,00 11,50 -6,00 6,002 11,50 -6,00 16,00 -6,00 4,503 16,00 -6,00 16,00 -12,00 6,004 16,00 -12,00 11,50 -12,00 4,50

Support:n Name dimensions coordinates edge

(m) x y8 linear 0,40 / 9,00 7,00 -6,00 2 linear 6,00 / 0,40 11,50 -3,00 9 point 0,40 / 0,40 11,50 -6,00 9 linear 0,40 / 9,00 16,00 -6,00 21 linear 6,00 / 0,25 16,00 -3,00 15 linear 0,40 / 9,00 7,00 -12,00 14 point 0,40 / 0,40 11,50 -12,00 14 linear 6,00 / 0,25 11,50 -15,00 9 linear 6,00 / 0,40 11,50 -9,00 14 linear 0,40 / 9,00 16,00 -12,00 17 linear 6,00 / 0,40 16,00 -15,00 23 linear 6,00 / 0,25 16,00 -9,00 * - head present

23.5. Calculation results:

23.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):19,63 7,62 12,833,81

Modified required reinforcement (cm2/m):10,38 3,14 11,393,14

Original required reinforcement (cm2/m):10,38 3,14 9,613,14

Coordinates (m):11,50;-12,00 11,50;-12,00 11,50;-12,0011,50;-12,00

23.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 10,38/19,63 10,38/19,63 10,38/19,63

10,38/19,63Ax(-) (cm2/m) 3,14/7,62 3,14/7,62 3,14/7,62

3,14/7,62Ay(+) (cm2/m) 11,39/12,83 11,39/12,83 11,39/12,83

11,39/12,83Ay(-) (cm2/m) 3,14/3,81 3,14/3,81 3,14/3,81

3,14/3,81

ULSMxx (kN*m/m) 75,34 75,34 75,34

75,34Myy (kN*m/m) 62,71 62,71 62,71

62,71Mxy (kN*m/m) -2,04 -2,04 -2,04

-2,04

Coordinates (m) 11,50;-12,00 11,50;-12,00 11,50;-12,0011,50;-12,00

Coordinates* (m) 11,50;-12,00;0,00 11,50;-12,00;0,00 11,50;-12,00;0,0011,50;-12,00;0,00* - Coordinates in the structure global coordinate system

23.5.4. Deflection|f(+)| = 0,0 (cm)

Class : C25/30; Characteristic strength = 25,00 MPaRectangular stress distribution [3.1.7(3)]

Density : 2501,36 (kG/m3) Concrete creep coefficient : 1,44 cement class : N

24.3. Hypothesis

Calculations according to : EN 1992-1-1:2004 AC:2008

Method of reinforcement area calculations : analytical Allowable cracking width

- upper layer : 0,40 (mm)- lower layer : 0,40 (mm)

Allowable deflection : 3,0 (cm) Verification of punching : yes Exposure

- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

24.4. Slab geometry

Thickness 0,15 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 32,00 -6,00 32,00 -12,00 6,002 32,00 -12,00 29,50 -12,00 2,503 29,50 -12,00 29,50 -6,00 6,004 29,50 -6,00 32,00 -6,00 2,50

Support:n Name dimensions coordinates edge

(m) x y4 linear 6,00 / 0,40 29,50 -3,00 11 point 0,40 / 0,40 29,50 -6,00 11 linear 0,40 / 2,50 30,75 -6,00 11 linear 0,40 / 9,00 25,00 -6,00 11 linear 6,00 / 0,40 29,50 -9,00 12 point 0,40 / 0,40 29,50 -12,00 12 linear 0,40 / 9,00 25,00 -12,00 * - head present

24.5. Calculation results:

24.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):12,08 3,59 12,833,81

Modified required reinforcement (cm2/m):11,16 3,14 12,143,14

Original required reinforcement (cm2/m):11,16 3,14 5,463,14

Coordinates (m):29,50;-11,50 32,00;-6,00 29,50;-6,0032,00;-6,00

24.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 11,16/12,08 3,14/5,24 5,91/12,08

3,14/5,24Ax(-) (cm2/m) 3,14/3,59 3,14/3,59 3,14/3,59

3,14/3,59Ay(+) (cm2/m) 3,14/12,83 7,59/12,83 12,14/12,83

7,59/12,83Ay(-) (cm2/m) 3,14/3,59 3,14/3,81 3,14/3,81

3,14/3,81

ULSMxx (kN*m/m) 51,87 6,94 17,66

6,94Myy (kN*m/m) 8,07 35,04 24,48

35,04Mxy (kN*m/m) 2,97 1,39 1,23

1,39

Coordinates (m) 29,50;-11,50 32,00;-6,00 29,50;-6,0032,00;-6,00

Coordinates* (m) 29,50;-11,50;0,00 32,00;-6,00;0,00 29,50;-6,00;0,0032,00;-6,00;0,00* - Coordinates in the structure global coordinate system

24.5.4. Deflection|f(+)| = 0,0 (cm)

25.1. Reinforcement: Type : RC floor b Main reinforcement direction : 0 Main reinforcement grade : B500B; Characteristic strength = 500,00 MPa

Horizontal branch of the stress-strain diagram Ductility class : B Bar diameters bottom d1 = 1,0 (cm) d2 = 1,0 (cm)

top d1 = 1,0 (cm) d2 = 1,0 (cm) Cover bottom c1 = 2,0 (cm)

top c2 = 2,0 (cm) Cover deviations Cdev = 0,0(cm), Cdur = 0,0(cm)

25.2. Concrete

Class : C25/30; Characteristic strength = 25,00 MPaRectangular stress distribution [3.1.7(3)]

Density : 2501,36 (kG/m3) Concrete creep coefficient : 1,39 cement class : N

25.3. Hypothesis

Calculations according to : EN 1992-1-1:2004 AC:2008

Method of reinforcement area calculations : analytical Allowable cracking width

- upper layer : 0,40 (mm)- lower layer : 0,40 (mm)

Allowable deflection : 3,0 (cm) Verification of punching : yes Exposure

- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

25.4. Slab geometry

Thickness 0,20 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 29,50 -12,00 29,50 -6,00 6,002 29,50 -6,00 25,00 -6,00 4,50

3 25,00 -6,00 25,00 -12,00 6,004 25,00 -12,00 29,50 -12,00 4,50

Support:n Name dimensions coordinates edge

(m) x y4 linear 6,00 / 0,40 29,50 -3,00 11 point 0,40 / 0,40 29,50 -6,00 11 linear 0,40 / 2,50 30,75 -6,00 11 linear 0,40 / 9,00 25,00 -6,00 20 linear 6,00 / 0,25 25,00 -3,00 11 linear 6,00 / 0,40 29,50 -9,00 12 point 0,40 / 0,40 29,50 -12,00 12 linear 0,40 / 9,00 25,00 -12,00 22 linear 6,00 / 0,25 25,00 -9,00 18 linear 6,00 / 0,40 25,00 -15,00 * - head present

25.5. Calculation results:

25.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):12,08 6,79 12,837,18

Modified required reinforcement (cm2/m):4,57 6,17 8,093,89

Original required reinforcement (cm2/m):4,57 6,17 8,093,89

Coordinates (m):29,50;-6,00 25,50;-12,00 29,50;-6,0029,50;-9,50

25.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 4,57/12,08 3,14/5,24 4,57/12,08

3,14/22,44Ax(-) (cm2/m) 3,14/3,59 6,17/6,79 3,14/3,59

3,14/3,59Ay(+) (cm2/m) 8,09/12,83 3,14/12,83 8,09/12,83

3,14/12,83Ay(-) (cm2/m) 3,14/3,81 3,14/7,18 3,14/3,81

3,89/7,18

ULSMxx (kN*m/m) 37,42 -44,51 37,42

8,99Myy (kN*m/m) 55,90 -1,38 55,90

-27,80Mxy (kN*m/m) 3,17 4,23 3,17

2,35

Coordinates (m) 29,50;-6,00 25,50;-12,00 29,50;-6,0029,50;-9,50

Coordinates* (m) 29,50;-6,00;0,00 25,50;-12,00;0,00 29,50;-6,00;0,0029,50;-9,50;0,00* - Coordinates in the structure global coordinate system

25.5.4. Deflection|f(+)| = 0,0 (cm)

- lower layer : 0,40 (mm) Allowable deflection : 3,0 (cm) Verification of punching : yes Exposure

- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

26.4. Slab geometry

Thickness 0,20 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 25,00 -18,00 25,00 -12,00 6,002 25,00 -12,00 20,50 -12,00 4,503 20,50 -12,00 20,50 -18,00 6,004 20,50 -18,00 25,00 -18,00 4,50

Support:n Name dimensions coordinates edge

(m) x y17 linear 0,40 / 9,00 20,50 -18,00 14 linear 0,40 / 9,00 16,00 -12,00 12 linear 0,40 / 9,00 25,00 -12,00 22 linear 6,00 / 0,25 25,00 -9,00 13 point 0,40 / 0,40 20,50 -12,00 13 linear 6,00 / 0,25 20,50 -15,00 18 point 0,40 / 0,40 25,00 -18,00 18 linear 6,00 / 0,40 25,00 -15,00 10 linear 6,00 / 0,40 20,50 -9,00 * - head present

26.5. Calculation results:

26.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):19,63 7,18 12,837,18

Modified required reinforcement (cm2/m):11,55 5,77 12,146,35

Original required reinforcement (cm2/m):11,55 5,77 12,146,35

Coordinates (m):20,50;-12,00 25,00;-12,00 20,50;-12,00

23,50;-15,50

26.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 11,55/19,63 3,14/5,24 11,55/19,63

3,14/5,24Ax(-) (cm2/m) 3,14/7,62 5,77/7,18 3,14/7,62

4,64/7,18Ay(+) (cm2/m) 12,14/12,83 3,14/12,83 12,14/12,83

3,14/12,83Ay(-) (cm2/m) 3,14/3,81 3,14/3,59 3,14/3,81

6,35/7,18

ULSMxx (kN*m/m) 79,09 -41,88 79,09

-16,15Myy (kN*m/m) 83,24 -4,75 83,24

-26,61Mxy (kN*m/m) 1,24 -2,66 1,24

19,09

Coordinates (m) 20,50;-12,00 25,00;-12,00 20,50;-12,0023,50;-15,50

Coordinates* (m) 20,50;-12,00;0,00 25,00;-12,00;0,00 20,50;-12,00;0,0023,50;-15,50;0,00* - Coordinates in the structure global coordinate system

26.5.4. Deflection|f(+)| = 0,0 (cm)

top c2 = 2,0 (cm) Cover deviations Cdev = 0,0(cm), Cdur = 0,0(cm)

27.2. Concrete

Class : C25/30; Characteristic strength = 25,00 MPaRectangular stress distribution [3.1.7(3)]

Density : 2501,36 (kG/m3) Concrete creep coefficient : 1,39 cement class : N

27.3. Hypothesis

Calculations according to : EN 1992-1-1:2004 AC:2008

Method of reinforcement area calculations : analytical Allowable cracking width

- upper layer : 0,40 (mm)- lower layer : 0,40 (mm)

Allowable deflection : 3,0 (cm) Verification of punching : yes Exposure

- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

27.4. Slab geometry

Thickness 0,20 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 25,00 -12,00 25,00 -6,00 6,002 25,00 -6,00 20,50 -6,00 4,503 20,50 -6,00 20,50 -12,00 6,004 20,50 -12,00 25,00 -12,00 4,50

Support:n Name dimensions coordinates edge

(m) x y9 linear 0,40 / 9,00 16,00 -6,00 11 linear 0,40 / 9,00 25,00 -6,00 20 linear 6,00 / 0,25 25,00 -3,00 3 linear 6,00 / 0,40 20,50 -3,00 10 point 0,40 / 0,40 20,50 -6,00 14 linear 0,40 / 9,00 16,00 -12,00 12 linear 0,40 / 9,00 25,00 -12,00

22 linear 6,00 / 0,25 25,00 -9,00 13 point 0,40 / 0,40 20,50 -12,00 13 linear 6,00 / 0,25 20,50 -15,00 18 linear 6,00 / 0,40 25,00 -15,00 10 linear 6,00 / 0,40 20,50 -9,00 * - head present

27.5. Calculation results:

27.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):19,63 125,66 12,833,59

Modified required reinforcement (cm2/m):10,36 5,94 11,393,14

Original required reinforcement (cm2/m):10,34 5,94 9,193,14

Coordinates (m):20,50;-12,00 25,00;-11,50 20,50;-12,0025,00;-12,00

27.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 10,36/19,63 3,14/5,24 10,36/19,63

3,14/5,24Ax(-) (cm2/m) 3,14/7,62 5,94/125,66 3,14/7,62

5,94/7,18Ay(+) (cm2/m) 11,39/12,83 3,14/12,83 11,39/12,83

3,14/12,83Ay(-) (cm2/m) 3,14/3,81 3,14/3,59 3,14/3,81

3,14/3,59

ULSMxx (kN*m/m) 74,97 -43,18 74,97

-41,25Myy (kN*m/m) 62,64 -4,83 62,64

-1,00Mxy (kN*m/m) 1,45 2,70 1,45

3,35

Coordinates (m) 20,50;-12,00 25,00;-11,50 20,50;-12,0025,00;-12,00

Coordinates* (m) 20,50;-12,00;0,00 25,00;-11,50;0,00 20,50;-12,00;0,0025,00;-12,00;0,00* - Coordinates in the structure global coordinate system

27.5.4. Deflection|f(+)| = 0,0 (cm)

27.5.5. Crackingupper layerax = 0,00 (mm)

28.4. Slab geometry

Thickness 0,15 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 27,50 -12,00 27,50 -18,00 6,002 27,50 -18,00 25,00 -18,00 2,503 25,00 -18,00 25,00 -12,00 6,004 25,00 -12,00 27,50 -12,00 2,50

Support:n Name dimensions coordinates edge

(m) x y17 linear 0,40 / 9,00 20,50 -18,00 12 linear 0,40 / 9,00 25,00 -12,00 22 linear 6,00 / 0,25 25,00 -9,00 18 point 0,40 / 0,40 25,00 -18,00 18 linear 6,00 / 0,40 25,00 -15,00 * - head present

28.5. Calculation results:

28.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):14,28 7,18 33,467,18

Modified required reinforcement (cm2/m):14,26 4,40 25,015,52

Original required reinforcement (cm2/m):13,65 4,40 25,015,52

Coordinates (m):25,00;-17,50 25,00;-12,50 27,50;-12,0027,50;-14,00

28.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 14,26/14,28 3,14/5,24 3,36/5,24

3,14/5,24Ax(-) (cm2/m) 3,14/3,59 4,40/7,18 3,14/6,79

3,48/7,18Ay(+) (cm2/m) 3,14/12,83 3,14/12,83 25,01/33,46

3,14/25,66Ay(-) (cm2/m) 3,14/7,18 3,14/3,59 3,38/7,18

5,52/7,18

ULSMxx (kN*m/m) 58,55 -22,58 3,91

-0,34Myy (kN*m/m) 10,47 -5,07 91,52

-17,85Mxy (kN*m/m) 5,27 -2,00 -8,43

-11,96

Coordinates (m) 25,00;-17,50 25,00;-12,50 27,50;-12,0027,50;-14,00

Coordinates* (m) 25,00;-17,50;0,00 25,00;-12,50;0,00 27,50;-12,00;0,0027,50;-14,00;0,00* - Coordinates in the structure global coordinate system

28.5.4. Deflection|f(+)| = 0,0 (cm)

Calculations according to : EN 1992-1-1:2004 AC:2008

Method of reinforcement area calculations : analytical Allowable cracking width

- upper layer : 0,40 (mm)- lower layer : 0,40 (mm)

Allowable deflection : 3,0 (cm) Verification of punching : yes Exposure

- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

29.4. Slab geometry

Thickness 0,20 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 20,50 -18,00 20,50 -12,00 6,002 20,50 -12,00 16,00 -12,00 4,503 16,00 -12,00 16,00 -18,00 6,004 16,00 -18,00 20,50 -18,00 4,50

Support:n Name dimensions coordinates edge

(m) x y17 point 0,40 / 0,40 16,00 -18,00 17 linear 0,40 / 9,00 11,50 -18,00 17 linear 0,40 / 9,00 20,50 -18,00 14 linear 0,40 / 9,00 16,00 -12,00 17 linear 6,00 / 0,40 16,00 -15,00 23 linear 6,00 / 0,25 16,00 -9,00 12 linear 0,40 / 9,00 25,00 -12,00 13 point 0,40 / 0,40 20,50 -12,00 13 linear 6,00 / 0,25 20,50 -15,00 10 linear 6,00 / 0,40 20,50 -9,00 * - head present

29.5. Calculation results:

29.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):19,63 7,62 12,83

7,18Modified required reinforcement (cm2/m):

11,01 4,00 12,003,79

Original required reinforcement (cm2/m):11,01 4,00 12,003,79

Coordinates (m):20,50;-12,00 20,50;-18,00 20,50;-12,0018,50;-15,50

29.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 11,01/19,63 3,14/13,09 11,01/19,63

3,14/5,24Ax(-) (cm2/m) 3,14/7,62 4,00/7,62 3,14/7,62

3,14/3,59Ay(+) (cm2/m) 12,00/12,83 3,14/5,61 12,00/12,83

3,14/12,83Ay(-) (cm2/m) 3,14/3,81 3,14/3,59 3,14/3,81

3,79/7,18

ULSMxx (kN*m/m) 79,46 -25,03 79,46

-4,94Myy (kN*m/m) 83,31 -8,71 83,31

-21,39Mxy (kN*m/m) 3,01 8,18 3,01

-11,94

Coordinates (m) 20,50;-12,00 20,50;-18,00 20,50;-12,0018,50;-15,50

Coordinates* (m) 20,50;-12,00;0,00 20,50;-18,00;0,00 20,50;-12,00;0,0018,50;-15,50;0,00* - Coordinates in the structure global coordinate system

29.5.4. Deflection|f(+)| = 0,0 (cm)

Main reinforcement grade : B500B; Characteristic strength = 500,00 MPaHorizontal branch of the stress-strain diagram

Ductility class : B Bar diameters bottom d1 = 1,0 (cm) d2 = 1,0 (cm)

top d1 = 1,0 (cm) d2 = 1,0 (cm) Cover bottom c1 = 2,0 (cm)

top c2 = 2,0 (cm) Cover deviations Cdev = 0,0(cm), Cdur = 0,0(cm)

30.2. Concrete

Class : C25/30; Characteristic strength = 25,00 MPaRectangular stress distribution [3.1.7(3)]

Density : 2501,36 (kG/m3) Concrete creep coefficient : 1,39 cement class : N

30.3. Hypothesis

Calculations according to : EN 1992-1-1:2004 AC:2008

Method of reinforcement area calculations : analytical Allowable cracking width

- upper layer : 0,40 (mm)- lower layer : 0,40 (mm)

Allowable deflection : 3,0 (cm) Verification of punching : yes Exposure

- upper layer : X0- lower layer : X0

Calculation type : simple bending Structure class : S1 Quality assurance system (4.4.1.3(3); A.2.1(1))

30.4. Slab geometry

Thickness 0,20 (m)

Contour:edge beginning end length

x1 y1 x2 y2 (m)1 20,50 -12,00 20,50 -6,00 6,002 20,50 -6,00 16,00 -6,00 4,503 16,00 -6,00 16,00 -12,00 6,004 16,00 -12,00 20,50 -12,00 4,50

Support:n Name dimensions coordinates edge

(m) x y

9 linear 0,40 / 9,00 16,00 -6,00 21 linear 6,00 / 0,25 16,00 -3,00 11 linear 0,40 / 9,00 25,00 -6,00 3 linear 6,00 / 0,40 20,50 -3,00 10 point 0,40 / 0,40 20,50 -6,00 14 linear 0,40 / 9,00 16,00 -12,00 17 linear 6,00 / 0,40 16,00 -15,00 23 linear 6,00 / 0,25 16,00 -9,00 12 linear 0,40 / 9,00 25,00 -12,00 13 point 0,40 / 0,40 20,50 -12,00 13 linear 6,00 / 0,25 20,50 -15,00 10 linear 6,00 / 0,40 20,50 -9,00 * - head present

30.5. Calculation results:

30.5.1. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Provided reinforcement (cm2/m):19,63 7,62 12,833,81

Modified required reinforcement (cm2/m):10,38 3,14 11,393,14

Original required reinforcement (cm2/m):10,38 3,14 9,613,14

Coordinates (m):20,50;-12,00 20,50;-12,00 20,50;-12,0020,50;-12,00

30.5.2. Maximum moments + reinforcement for bending

Ax(+) Ax(-) Ay(+)Ay(-)

Symbol: required area/provided areaAx(+) (cm2/m) 10,38/19,63 10,38/19,63 10,38/19,63

10,38/19,63Ax(-) (cm2/m) 3,14/7,62 3,14/7,62 3,14/7,62

3,14/7,62Ay(+) (cm2/m) 11,39/12,83 11,39/12,83 11,39/12,83

11,39/12,83Ay(-) (cm2/m) 3,14/3,81 3,14/3,81 3,14/3,81

3,14/3,81

ULSMxx (kN*m/m) 75,34 75,34 75,34

75,34Myy (kN*m/m) 62,71 62,71 62,71

62,71Mxy (kN*m/m) 1,92 1,92 1,92

1,92

Coordinates (m) 20,50;-12,00 20,50;-12,00 20,50;-12,0020,50;-12,00

Coordinates* (m) 20,50;-12,00;0,00 20,50;-12,00;0,00 20,50;-12,00;0,0020,50;-12,00;0,00* - Coordinates in the structure global coordinate system

30.5.4. Deflection|f(+)| = 0,0 (cm)

9 - 36257,7410 - 41963,55

Results for the solution no. 1Reinforcement zones

Bottom reinforcementName coordinates Provided reinforcement AtAr

x1 y1 x2 y2 (mm) / (cm)(cm2/m) (cm2/m)

1/1- Ax Main 0,00 -6,00 2,50 0,00 8,0 / 14,0 3,14< 3,592/2-(2/3-) Ax Main 3,40 -6,00 7,00 0,00 8,0 / 7,0 6,17< 7,182/3- Ax Main 2,50 -6,00 7,00 0,00 8,0 / 14,0 3,14< 3,593/4- Ax Main 7,00 0,00 11,50 6,00 8,0 / 7,0 5,77< 7,184/5-(4/6-) Ax Main 7,00 -6,00 9,25 0,00 8,0 / 7,0 5,94< 7,184/6- Ax Main 7,00 -6,00 11,50 0,00 8,0 / 14,0 3,14< 3,595/7-(5/8-) Ax Main 4,50 0,00 7,00 2,57 8,0 / 7,0 4,40< 7,185/8- Ax Main 4,50 0,00 7,00 6,00 8,0 / 14,0 3,14< 3,596/9- Ax Main 20,50 6,00 11,50 8,50 8,0 / 15,0 3,14< 3,357/10- Ax Main 20,50 -20,50 11,50 -18,00 8,0 / 15,0 3,14< 3,358/11-(8/12-) Ax Main 11,50 4,71 12,40 6,00 8,0 / 7,0 4,00< 7,188/12- Ax Main 11,50 0,00 16,00 6,00 8,0 / 14,0 3,17< 3,599/13- Ax Main 11,50 -6,00 16,00 0,00 8,0 / 14,0 3,14< 3,5910/14- Ax Main 29,50 -6,00 32,00 0,00 8,0 / 14,0 3,14< 3,5911/15-(11/16-) Ax Main 25,00 -6,00 28,60 0,00 8,0 / 7,0 6,17< 7,1811/16- Ax Main 25,00 -6,00 29,50 0,00 8,0 / 14,0 3,14< 3,5912/17- Ax Main 20,50 0,00 25,00 6,00 8,0 / 7,0 5,77< 7,1813/18-(13/19-) Ax Main 22,75 -6,00 25,00 0,00 8,0 / 7,0 5,94< 7,1813/19- Ax Main 20,50 -6,00 25,00 0,00 8,0 / 14,0 3,14< 3,5914/20-(14/21-) Ax Main 25,00 0,00 27,50 2,57 8,0 / 7,0 4,40< 7,1814/21- Ax Main 25,00 0,00 27,50 6,00 8,0 / 14,0 3,14< 3,5915/22-(15/23-) Ax Main 19,60 4,71 20,50 6,00 8,0 / 7,0 4,00< 7,1815/23- Ax Main 16,00 0,00 20,50 6,00 8,0 / 14,0 3,17

< 3,5916/24- Ax Main 16,00 -6,00 20,50 0,00 8,0 / 14,0 3,14< 3,5917/25- Ax Main 0,00 -12,00 2,50 -6,00 8,0 / 14,0 3,14< 3,5918/26-(18/27-) Ax Main 3,40 -12,00 7,00 -6,00 8,0 / 7,0 6,17< 7,1818/27- Ax Main 2,50 -12,00 7,00 -6,00 8,0 / 14,0 3,14< 3,5919/28- Ax Main 7,00 -18,00 11,50 -12,00 8,0 / 7,0 5,77< 7,1820/29-(20/30-) Ax Main 7,00 -12,00 9,25 -6,00 8,0 / 7,0 5,94< 7,1820/30- Ax Main 7,00 -12,00 11,50 -6,00 8,0 / 14,0 3,14< 3,5921/31-(21/32-) Ax Main 4,50 -14,57 7,00 -12,00 8,0 / 7,0 4,40< 7,1821/32- Ax Main 4,50 -18,00 7,00 -12,00 8,0 / 14,0 3,14< 3,5922/33-(22/34-) Ax Main 11,50 -18,00 12,40 -16,71 8,0 / 7,0 4,00< 7,1822/34- Ax Main 11,50 -18,00 16,00 -12,00 8,0 / 14,0 3,17< 3,5923/35- Ax Main 11,50 -12,00 16,00 -6,00 8,0 / 14,0 3,14< 3,5924/36- Ax Main 29,50 -12,00 32,00 -6,00 8,0 / 14,0 3,14< 3,5925/37-(25/38-) Ax Main 25,00 -12,00 28,60 -6,00 8,0 / 7,0 6,17< 7,1825/38- Ax Main 25,00 -12,00 29,50 -6,00 8,0 / 14,0 3,14< 3,5926/39- Ax Main 20,50 -18,00 25,00 -12,00 8,0 / 7,0 5,77< 7,1827/40-(27/41-) Ax Main 22,75 -12,00 25,00 -6,00 8,0 / 7,0 5,94< 7,1827/41- Ax Main 20,50 -12,00 25,00 -6,00 8,0 / 14,0 3,14< 3,5928/42-(28/43-) Ax Main 25,00 -14,57 27,50 -12,00 8,0 / 7,0 4,40< 7,1828/43- Ax Main 25,00 -18,00 27,50 -12,00 8,0 / 14,0 3,14< 3,5929/44-(29/45-) Ax Main 19,60 -18,00 20,50 -16,71 8,0 / 7,0 4,00< 7,1829/45- Ax Main 16,00 -18,00 20,50 -12,00 8,0 / 14,0 3,17< 3,5930/46- Ax Main 16,00 -12,00 20,50 -6,00 8,0 / 14,0 3,14< 3,591/47- Ay Perpendicular 0,00 -6,00 2,50 0,00 8,0 / 14,0 3,14< 3,592/48-(2/49-) Ay Perpendicular 2,50 -3,86 4,75 -0,86 8,0 /7,0 3,61 < 7,182/49- Ay Perpendicular 2,50 -6,00 7,00 0,00 8,0 / 14,0 3,19< 3,593/50-(3/51-) Ay Perpendicular 7,00 0,86 11,50 6,00 8,0 /7,0 6,35 < 7,183/51- Ay Perpendicular 7,00 0,00 11,50 6,00 8,0 / 14,0 3,14

< 3,594/52- Ay Perpendicular 7,00 -6,00 11,50 0,00 8,0 / 14,0 3,14< 3,595/53-(5/54-) Ay Perpendicular 4,50 0,00 6,58 4,71 8,0 /7,0 5,80 < 7,185/54- Ay Perpendicular 4,50 0,00 7,00 6,00 8,0 / 14,0 3,14< 3,596/55- Ay Perpendicular 20,50 6,00 11,50 8,50 8,0 / 15,0 3,14< 3,357/56- Ay Perpendicular 20,50 -20,50 11,50 -18,00 8,0 / 15,0 3,14< 3,358/57-(8/58-) Ay Perpendicular 11,50 1,71 15,10 5,14 8,0 /7,0 3,65 < 7,188/58- Ay Perpendicular 11,50 0,00 16,00 6,00 8,0 / 14,0 3,14< 3,599/59- Ay Perpendicular 11,50 -6,00 16,00 0,00 8,0 / 14,0 3,14< 3,5910/60- Ay Perpendicular 29,50 -6,00 32,00 0,00 8,0 /14,0 3,14 < 3,5911/61-(11/62-) Ay Perpendicular 26,35 -4,29 29,50 -0,86 8,0 /7,0 3,89 < 7,1811/62- Ay Perpendicular 25,00 -6,00 29,50 0,00 8,0 /14,0 3,14 < 3,5912/63-(12/64-) Ay Perpendicular 20,50 0,86 25,00 6,008,0 / 7,0 6,35 < 7,1812/64- Ay Perpendicular 20,50 0,00 25,00 6,00 8,0 /14,0 3,14 < 3,5913/65- Ay Perpendicular 20,50 -6,00 25,00 0,00 8,0 /14,0 3,14 < 3,5914/66-(14/67-) Ay Perpendicular 25,42 0,00 27,50 4,718,0 / 7,0 5,52 < 7,1814/67- Ay Perpendicular 25,00 0,00 27,50 6,00 8,0 /14,0 3,14 < 3,5915/68-(15/69-) Ay Perpendicular 16,90 1,71 20,50 4,718,0 / 7,0 3,79 < 7,1815/69- Ay Perpendicular 16,00 0,00 20,50 6,00 8,0 /14,0 3,14 < 3,5916/70- Ay Perpendicular 16,00 -6,00 20,50 0,00 8,0 /14,0 3,14 < 3,5917/71- Ay Perpendicular 0,00 -12,00 2,50 -6,00 8,0 /14,0 3,14 < 3,5918/72-(18/73-) Ay Perpendicular 2,50 -11,14 4,75 -8,148,0 / 7,0 3,61 < 7,1818/73- Ay Perpendicular 2,50 -12,00 7,00 -6,00 8,0 /14,0 3,19 < 3,5919/74-(19/75-) Ay Perpendicular 7,00 -18,00 11,50 -12,86 8,0 / 7,0 6,35 < 7,1819/75- Ay Perpendicular 7,00 -18,00 11,50 -12,00 8,0 /14,0 3,14 < 3,5920/76- Ay Perpendicular 7,00 -12,00 11,50 -6,00 8,0 /14,0 3,14 < 3,5921/77-(21/78-) Ay Perpendicular 4,50 -16,71 6,58 -12,00 8,0 / 7,0 5,80 < 7,1821/78- Ay Perpendicular 4,50 -18,00 7,00 -12,00 8,0 /14,0 3,14 < 3,5922/79-(22/80-) Ay Perpendicular 11,50 -17,14 15,10 -

13,71 8,0 / 7,0 3,65 < 7,1822/80- Ay Perpendicular 11,50 -18,00 16,00 -12,00 8,0 /14,0 3,14 < 3,5923/81- Ay Perpendicular 11,50 -12,00 16,00 -6,00 8,0 /14,0 3,14 < 3,5924/82- Ay Perpendicular 29,50 -12,00 32,00 -6,00 8,0 /14,0 3,14 < 3,5925/83-(25/84-) Ay Perpendicular 26,35 -11,14 29,50 -7,718,0 / 7,0 3,89 < 7,1825/84- Ay Perpendicular 25,00 -12,00 29,50 -6,00 8,0 /14,0 3,14 < 3,5926/85-(26/86-) Ay Perpendicular 20,50 -18,00 25,00 -12,86 8,0 / 7,0 6,35 < 7,1826/86- Ay Perpendicular 20,50 -18,00 25,00 -12,00 8,0 /14,0 3,14 < 3,5927/87- Ay Perpendicular 20,50 -12,00 25,00 -6,00 8,0 /14,0 3,14 < 3,5928/88-(28/89-) Ay Perpendicular 25,42 -16,71 27,50 -12,00 8,0 / 7,0 5,52 < 7,1828/89- Ay Perpendicular 25,00 -18,00 27,50 -12,00 8,0 /14,0 3,14 < 3,5929/90-(29/91-) Ay Perpendicular 16,90 -16,71 20,50 -13,71 8,0 / 7,0 3,79 < 7,1829/91- Ay Perpendicular 16,00 -18,00 20,50 -12,00 8,0 /14,0 3,14 < 3,5930/92- Ay Perpendicular 16,00 -12,00 20,50 -6,00 8,0 /14,0 3,14 < 3,59

Top reinforcementName coordinates Provided reinforcement AtAr

x1 y1 x2 y2 (mm) / (cm)(cm2/m) (cm2/m)

1/1+(1/2+) Ax Main 1,25 -6,00 2,50 0,00 10,0 / 5,011,16 < 15,71

1/2+ Ax Main 0,00 -6,00 2,50 0,00 10,0 / 15,0 3,14< 5,242/3+(1/2+) Ax Main 2,50 -6,00 7,00 0,00 10,0 / 15,0 4,57< 5,243/4+(1/2+) Ax Main 7,00 4,29 7,90 6,00 10,0 / 5,0 9,02< 15,713/5+(1/2+) Ax Main 9,70 0,00 11,50 2,57 10,0 / 5,0

11,55 < 15,713/6+(1/2+) Ax Main 7,00 0,00 11,50 6,00 10,0 / 15,0 3,32< 5,244/7+(1/2+) Ax Main 9,70 -6,00 11,50 0,00 10,0 / 5,0

10,36 < 15,714/8+(1/2+) Ax Main 7,00 -6,00 11,50 0,00 10,0 / 15,0 3,14< 5,245/9+(1/2+) Ax Main 5,75 3,43 7,00 6,00 10,0 / 5,0

14,26 < 15,715/10+(1/2+) Ax Main 4,50 0,00 7,00 6,00 10,0 / 15,0 3,57< 5,246/11+(6/12+) Ax Main 20,50 6,00 11,50 7,67 10,0 / 6,0

12,67 < 13,096/12+ Ax Main 20,50 6,00 11,50 8,50 10,0 / 12,0 3,14

< 6,547/13+(6/12+) Ax Main 20,50 -19,67 11,50 -18,00 10,0 / 6,0

12,67 < 13,097/14+(6/12+) Ax Main 20,50 -20,50 11,50 -18,00 10,0 / 12,0 3,14< 6,548/15+(1/2+) Ax Main 11,50 0,00 13,75 2,57 10,0 / 5,0

11,01 < 15,718/16+(1/2+) Ax Main 14,20 3,86 16,00 6,00 10,0 / 5,0 7,42< 15,718/17+(1/2+) Ax Main 11,50 0,00 16,00 6,00 10,0 / 15,0 3,14< 5,249/18+(1/2+) Ax Main 11,50 -6,00 13,30 0,00 10,0 / 5,0

10,38 < 15,719/19+(1/2+) Ax Main 11,50 -6,00 16,00 0,00 10,0 / 15,0 3,27< 5,2410/20+(1/2+) Ax Main 29,50 -6,00 30,75 0,00 10,0 / 5,0

11,16 < 15,7110/21+(1/2+) Ax Main 29,50 -6,00 32,00 0,00 10,0 / 15,0 3,14< 5,2411/22+(1/2+) Ax Main 25,00 -6,00 29,50 0,00 10,0 / 15,0 4,57< 5,2412/23+(1/2+) Ax Main 20,50 0,00 22,30 2,57 10,0 / 5,0

11,55 < 15,7112/24+(1/2+) Ax Main 24,10 4,29 25,00 6,00 10,0 / 5,0 9,02< 15,7112/25+(1/2+) Ax Main 20,50 0,00 25,00 6,00 10,0 / 15,0 3,32< 5,2413/26+(1/2+) Ax Main 20,50 -6,00 22,30 0,00 10,0 / 5,0

10,36 < 15,7113/27+(1/2+) Ax Main 20,50 -6,00 25,00 0,00 10,0 / 15,0 3,14< 5,2414/28+(1/2+) Ax Main 25,00 3,43 26,25 6,00 10,0 / 5,0

14,26 < 15,7114/29+(1/2+) Ax Main 25,00 0,00 27,50 6,00 10,0 / 15,0 3,36< 5,2415/30+(1/2+) Ax Main 16,00 3,86 17,80 6,00 10,0 / 5,0 7,56< 15,7115/31+(1/2+) Ax Main 18,25 0,00 20,50 2,57 10,0 / 5,0

11,01 < 15,7115/32+(1/2+) Ax Main 16,00 0,00 20,50 6,00 10,0 / 15,0 3,15< 5,2416/33+(1/2+) Ax Main 18,70 -6,00 20,50 0,00 10,0 / 5,0

10,38 < 15,7116/34+(1/2+) Ax Main 16,00 -6,00 20,50 0,00 10,0 / 15,0 3,27< 5,2417/35+(1/2+) Ax Main 1,25 -12,00 2,50 -6,00 10,0 / 5,0

11,16 < 15,7117/36+(1/2+) Ax Main 0,00 -12,00 2,50 -6,00 10,0 / 15,0 3,14< 5,2418/37+(1/2+) Ax Main 2,50 -12,00 7,00 -6,00 10,0 / 15,0 4,57< 5,2419/38+(1/2+) Ax Main 7,00 -18,00 7,90 -16,29 10,0 / 5,0 9,02< 15,7119/39+(1/2+) Ax Main 9,70 -14,57 11,50 -12,00 10,0 / 5,0

11,55 < 15,7119/40+(1/2+) Ax Main 7,00 -18,00 11,50 -12,00 10,0 / 15,0 3,32

< 5,2420/41+(1/2+) Ax Main 9,70 -12,00 11,50 -6,00 10,0 / 5,0

10,36 < 15,7120/42+(1/2+) Ax Main 7,00 -12,00 11,50 -6,00 10,0 / 15,0 3,14< 5,2421/43+(1/2+) Ax Main 5,75 -18,00 7,00 -15,43 10,0 / 5,0

14,26 < 15,7121/44+(1/2+) Ax Main 4,50 -18,00 7,00 -12,00 10,0 / 15,0 3,57< 5,2422/45+(1/2+) Ax Main 11,50 -14,57 13,75 -12,00 10,0 / 5,0

11,01 < 15,7122/46+(1/2+) Ax Main 14,20 -18,00 16,00 -15,86 10,0 / 5,0 7,42< 15,7122/47+(1/2+) Ax Main 11,50 -18,00 16,00 -12,00 10,0 / 15,0 3,14< 5,2423/48+(1/2+) Ax Main 11,50 -12,00 13,30 -6,00 10,0 / 5,0

10,38 < 15,7123/49+(1/2+) Ax Main 11,50 -12,00 16,00 -6,00 10,0 / 15,0 3,27< 5,2424/50+(1/2+) Ax Main 29,50 -12,00 30,75 -6,00 10,0 / 5,0

11,16 < 15,7124/51+(1/2+) Ax Main 29,50 -12,00 32,00 -6,00 10,0 / 15,0 3,14< 5,2425/52+(1/2+) Ax Main 25,00 -12,00 29,50 -6,00 10,0 / 15,0 4,57< 5,2426/53+(1/2+) Ax Main 20,50 -14,57 22,30 -12,00 10,0 / 5,0

11,55 < 15,7126/54+(1/2+) Ax Main 24,10 -18,00 25,00 -16,29 10,0 / 5,0 9,02< 15,7126/55+(1/2+) Ax Main 20,50 -18,00 25,00 -12,00 10,0 / 15,0 3,32< 5,2427/56+(1/2+) Ax Main 20,50 -12,00 22,30 -6,00 10,0 / 5,0

10,36 < 15,7127/57+(1/2+) Ax Main 20,50 -12,00 25,00 -6,00 10,0 / 15,0 3,14< 5,2428/58+(1/2+) Ax Main 25,00 -18,00 26,25 -15,43 10,0 / 5,0

14,26 < 15,7128/59+(1/2+) Ax Main 25,00 -18,00 27,50 -12,00 10,0 / 15,0 3,36< 5,2429/60+(1/2+) Ax Main 16,00 -18,00 17,80 -15,86 10,0 / 5,0 7,56< 15,7129/61+(1/2+) Ax Main 18,25 -14,57 20,50 -12,00 10,0 / 5,0

11,01 < 15,7129/62+(1/2+) Ax Main 16,00 -18,00 20,50 -12,00 10,0 / 15,0 3,15< 5,2430/63+(1/2+) Ax Main 18,70 -12,00 20,50 -6,00 10,0 / 5,0

10,38 < 15,7130/64+(1/2+) Ax Main 16,00 -12,00 20,50 -6,00 10,0 / 15,0 3,27< 5,241/65+ Ay Perpendicular 0,00 -6,00 2,50 0,00 14,0 / 12,0

12,14 < 12,832/66+(1/65+) Ay Perpendicular 2,50 -6,00 7,00 0,00 14,0/ 12,0 8,09 < 12,833/67+(1/65+) Ay Perpendicular 7,00 0,00 11,50 6,00 14,0/ 12,0 12,14 < 12,834/68+(1/65+) Ay Perpendicular 7,00 -6,00 11,50 0,00 14,0

/ 12,0 11,39 < 12,835/69+(1/65+) Ay Perpendicular 4,50 0,00 5,75 1,29 14,0/ 6,0 25,01 < 25,665/70+(1/65+) Ay Perpendicular 4,50 0,00 7,00 6,00 14,0/ 12,0 3,28 < 12,836/71+(6/72+) Ay Perpendicular 17,35 6,00 14,65 7,25 10,0/ 7,0 10,36 < 11,226/72+ Ay Perpendicular 20,50 6,00 11,50 8,50 10,0 / 14,0 4,23< 5,617/73+(6/72+) Ay Perpendicular 17,35 -19,25 14,65 -18,00 10,0/ 7,0 10,36 < 11,227/74+(6/72+) Ay Perpendicular 20,50 -20,50 11,50 -18,00 10,0/ 14,0 4,23 < 5,618/75+(1/65+) Ay Perpendicular 11,50 0,00 16,00 6,00 14,0/ 12,0 12,00 < 12,839/76+(1/65+) Ay Perpendicular 11,50 -6,00 16,00 0,00 14,0/ 12,0 11,39 < 12,8310/77+(1/65+) Ay Perpendicular29,50 -6,00 32,00 0,00 14,0/ 12,0 12,14 < 12,8311/78+(1/65+) Ay Perpendicular25,00 -6,00 29,50 0,00 14,0/ 12,0 8,09 < 12,8312/79+(1/65+) Ay Perpendicular20,50 0,00 25,00 6,00 14,0/ 12,0 12,14 < 12,8313/80+(1/65+) Ay Perpendicular20,50 -6,00 25,00 0,00 14,0/ 12,0 11,39 < 12,8314/81+(1/65+) Ay Perpendicular26,25 0,00 27,50 1,29 14,0/ 6,0 25,01 < 25,6614/82+(1/65+) Ay Perpendicular25,00 0,00 27,50 6,00 14,0/ 12,0 3,28 < 12,8315/83+(1/65+) Ay Perpendicular16,00 0,00 20,50 6,00 14,0/ 12,0 12,00 < 12,8316/84+(1/65+) Ay Perpendicular16,00 -6,00 20,50 0,00 14,0/ 12,0 11,39 < 12,8317/85+(1/65+) Ay Perpendicular0,00 -12,00 2,50 -6,00 14,0/ 12,0 12,14 < 12,8318/86+(1/65+) Ay Perpendicular2,50 -12,00 7,00 -6,00 14,0/ 12,0 8,09 < 12,8319/87+(1/65+) Ay Perpendicular7,00 -18,00 11,50 -12,00 14,0/ 12,0 12,14 < 12,8320/88+(1/65+) Ay Perpendicular7,00 -12,00 11,50 -6,00 14,0/ 12,0 11,39 < 12,8321/89+(1/65+) Ay Perpendicular4,50 -13,29 5,75 -12,00 14,0/ 6,0 25,01 < 25,6621/90+(1/65+) Ay Perpendicular4,50 -18,00 7,00 -12,00 14,0/ 12,0 3,28 < 12,8322/91+(1/65+) Ay Perpendicular11,50 -18,00 16,00 -12,00 14,0/ 12,0 12,00 < 12,8323/92+(1/65+) Ay Perpendicular11,50 -12,00 16,00 -6,00 14,0/ 12,0 11,39 < 12,8324/93+(1/65+) Ay Perpendicular29,50 -12,00 32,00 -6,00 14,0/ 12,0 12,14 < 12,8325/94+(1/65+) Ay Perpendicular25,00 -12,00 29,50 -6,00 14,0/ 12,0 8,09 < 12,8326/95+(1/65+) Ay Perpendicular20,50 -18,00 25,00 -12,00 14,0/ 12,0 12,14 < 12,8327/96+(1/65+) Ay Perpendicular20,50 -12,00 25,00 -6,00 14,0

/ 12,0 11,39 < 12,8328/97+(1/65+) Ay Perpendicular26,25 -13,29 27,50 -12,00 14,0/ 6,0 25,01 < 25,6628/98+(1/65+) Ay Perpendicular25,00 -18,00 27,50 -12,00 14,0/ 12,0 3,28 < 12,8329/99+(1/65+) Ay Perpendicular16,00 -18,00 20,50 -12,00 14,0/ 12,0 12,00 < 12,8330/100+(1/65+) Ay Perpendicular 16,00 -12,00 20,50 -6,0014,0 / 12,0 11,39 < 12,83

33. Material survey

Concrete volume = 132,75 (m3) Formwork = 705,00 (m2) Slab circumference = 122,00 (m) Area of openings = 0,00 (m2)

Steel B500B Total weight = 19368,97 (kG) Density = 145,91 (kG/m3) Average diameter = 9,8 (mm) Survey according to diameters:

Diameter Length Number:(m)

8 1,54 368 2,55 5328 2,89 1728 3,31 9208 3,48 5208 3,64 848 4,07 968 4,24 1728 4,69 688 4,85 5128 5,06 608 5,14 5108 5,49 1288 6,05 7210 2,40 36610 2,58 14810 2,60 210 3,11 14810 3,30 9210 3,85 1810 4,74 7010 4,75 37810 4,85 16010 4,99 24010 5,20 138

10 5,59 16010 5,73 32014 2,90 4414 4,35 15214 4,55 7614 5,15 23014 5,28 14814 5,35 34514 5,56 222