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)
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)
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)
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)
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)
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
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)
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
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