S.C. PLAN 31 Ro S.R.L. Cluj-Napoca, Piaţa 14 Iulie, nr. 16, tel. 0040 364 401 430 0040 364 401 431 fax. 0040 364 402 812 Order:Auchan Position: 4110 Page / 1N

250.

37

250.

37

6.67 6.66 6.67

lc 4: s

loads M 1 : 10

325.

53

325.

53

6.67 6.66 6.67

lc 3: G3

20.00

10.0

5

lc 1: G1

20.00

1.56

layers of prestr. steel

e d c b a

1.70 16.60 1.70

Q1 Q2

longitudinal section longitudinal section M 1 : 153

S.C. PLAN 31 Ro S.R.L. Cluj-Napoca, Piaţa 14 Iulie, nr. 16, tel. 0040 364 401 430 0040 364 401 431 fax. 0040 364 402 812 Order:Auchan Position: 4110 Page / 2N M A T E R I A L S : relevant norm: EC2 precast element: C50/60 fcd (N/mm2): 33.3 gamma.c : 1.50 Ecm (N/mm2): 37000.0 eps.c2 : -2.00 Ec(To) (N/mm2): 28618.0 eps.c2u : -3.50 fctm (N/mm2): 4.1 fctk005 (N/mm2): 2.9 prestr. steel: St1660/1860 fpd (N/mm2): 1443.5 gamma.s : 1.15 Ep (N/mm2): 195000.0 eps.01 : 7.40 sig.0t (N/mm2): 0.0 eps.u : 20.00 sig.0b (N/mm2): 1350.0 lp.eff (m): 1.70 ( default ) reinforcing steel: S500 fyd (N/mm2): 434.8 gamma.s : 1.15 Es (N/mm2): 200000.0 eps.sy : 2.17 eps.su : 20.00

15

8

14

8

15

60

8 4 4 4 4

38 182

1.14

16

2 38 25

8

94

5 24

1.56

Q1 x = 0.00

cross sections M 1 : 31

15

8

14

8

15

60

8 4 4 4 4

38 182

1.14

16

2 38 25

8

94

5 24

1.56

Q2 x = 10.00

S.C. PLAN 31 Ro S.R.L. Cluj-Napoca, Piaţa 14 Iulie, nr. 16, tel. 0040 364 401 430 0040 364 401 431 fax. 0040 364 402 812 Order:Auchan Position: 4110 Page / 3N prevalues for creep and shrinkage: at time temperature(G) humidity(%) till To 3 days : 25To till T1 30 days : 15 70T1 till Too : 50precast element : consistency S2 cement N,R 1 web(s)relaxation coefficient concrete : 0.80relaxation loss prestr. steel : stressing mould : 0.00 (%) T

o till T1 : 0.00 (%)

T1

till Too : 0.00 (%)

SYSTEM CHARACTERISTICS:

cantilever span cantilever

span L(m): 0.00 20.00 0.00width of bearing B(m): 0.00 0.00 layers of prestr. steel: (neg. Z: top of precast element) layer number Ap(cm2) Apl(cm2) E(cm) Z(cm) Xa(m) Xe(m)

a 6 1.00 6.00 4.0 8.0 0.000 20.000b 6 1.00 6.00 4.0 12.0 0.000 20.000c 6 1.00 6.00 4.0 16.0 0.000 20.000d 4 1.00 4.00 4.0 20.0 0.000 20.000e 2 1.00 2.00 4.0 24.0 0.000 20.000

layers of reinforc. steel: (neg. Z: top of precast element) layer number As(cm2) Asl(cm2) E(cm) Z(cm) Xa(m) Xe(m)

1 4 D25 19.64 8.0 3.8 0.000 20.0002 2 D25 9.82 22.0 22.0 0.000 20.0003 4 D25 19.64 17.5 -3.8 0.000 20.0004 2 D25 9.82 52.0 -20.0 0.000 20.000

cross section: layer Ba(cm) Xa(m) Za(cm) Be(cm) Xe(m) Ze(cm)

1 60.0 0.000 156.0 60.0 20.000 156.0 2 60.0 0.000 132.0 60.0 20.000 132.0 3 14.0 0.000 127.0 14.0 20.000 127.0 4 14.0 0.000 33.0 14.0 20.000 33.0 5 30.0 0.000 25.0 30.0 20.000 25.0 6 30.0 0.000 0.0 30.0 20.000 0.0

L O A D C A S E S: lc action type description 1 G1 Dead load 3 G3 Covering 4 s

S.C. PLAN 31 Ro S.R.L. Cluj-Napoca, Piaţa 14 Iulie, nr. 16, tel. 0040 364 401 430 0040 364 401 431 fax. 0040 364 402 812 Order:Auchan Position: 4110 Page / 4N loads: DL=distr. load Q1,Q2(kN/m), PL=point load Q1(kN) dead load G1 calculated with bulk density = 26.00 kN/m3 lc action type Alt. kind A(m) Q1 B(m) Q2 1 G1 DL 0.000 10.054 20.000 10.0543 G3 PL 6.670 313.400 3 G3 PL 13.330 313.400 3 G3 PL 6.670 12.130 3 G3 PL 13.330 12.130 4 s PL 6.670 250.370 4 s PL 13.330 250.370

automatic consideration of the combination factors according EC 1 action type gamma.inf gamma.sup psi0 psi1 psi2 r.inf r.supP 1.00 1.00 1.00 1.00 1.00 0.95 1.05G1 1.00 1.35 1.00 1.00 1.00 G3 1.00 1.35 1.00 1.00 1.00 S 0.00 1.50 0.70 0.20 0.00 relevant combinations of actions (ca) bottom top exposure classes 1 1 limitation of cracks ca : frequent frequent crack widths max.wk(mm) : 0.20 0.20 largest bar diameter reinforcing steel dg(mm) : 25.0 25.0 prestr. steel dg(mm) : 12.9 12.9 kind of prestressing steel: intended compound

coefficient xi : 0.7

R E A C T I O N S A,B (kN): action type lc max.A(kN) min.A(kN) max.B(kN) min.B(kN)G1 1 100.542 100.542 100.542 100.542G3 3 325.530 325.530 325.530 325.530S 4 250.370 0.000 250.370 0.000 verifications in section: 4 X(m): 1.700 T R A N S F E R O F P R E S T R E S S : shear force F = 1767.56 kN reinforcement for splitting tensile Asw = 12.74 cm2 verifications in section: 11 X(m): 10.000

concrete reinforcing steel prestr. steel B(cm) Z(cm) As(cm2) Z(cm) Ap(cm2) Z(cm)

1 60.00 156.00 19.64 152.20 2.00 24.002 60.00 132.00 9.82 136.00 4.00 20.003 14.00 127.00 9.82 22.00 6.00 16.004 14.00 33.00 19.64 3.80 6.00 12.005 30.00 25.00 6.00 8.006 30.00 0.00

creep and shrinkage u(cm) h0(mm) phi epsprecast element T0 to T1 : 445.7 173.5 0.90 -5.33E-5precast element T1 to TOO: 445.7 173.5 1.85 -35.43E-5 S A F E T Y A G A I N S T R U P T U R E

S.C. PLAN 31 Ro S.R.L. Cluj-Napoca, Piaţa 14 Iulie, nr. 16, tel. 0040 364 401 430 0040 364 401 431 fax. 0040 364 402 812 Order:Auchan Position: 4110 Page / 5N max.-ca: 2022 MSd = 6114.85 kNm eps.c = -3.50 o/oo x = 26.15 cm MRd = 6115.01 kNm eps.p = 15.46 o/oo Z = 4594.65 kN provAp = 24.00 cm2 req.Ap = 24.00 cm2 Zp = 3464.35 kN provAs = 29.45 cm2 req.As = 26.25 cm2 Zs = 1280.54 kN L I M I T A T I O N O F C R A C K S : top of precast element : edge stress (rare ca): sig.ct = 2.27 N/mm2 sig.cb = -20.54 N/mm2edge stress (freq. ca): sig.ct = 2.27 N/mm2 sig.cb = -20.54 N/mm2comb.: 1000 verification of cracked section, 1.05-fold prestr.MSd= 502.71 kNm sig.c = 0.00 N/mm2 x = 0.00 cm provAp= 0.00 cm2 sig.s = 0.00 N/mm2 Z = 0.00 kN provAs= 29.45 cm2 req.As = 29.45 cm2 As'= 0.00 cm2 bottom of precast element: edge stress (rare ca): sig.ct = -17.52 N/mm2 sig.cb = 13.67 N/mm2edge stress (freq. ca): sig.ct = -10.40 N/mm2 sig.cb = 4.41 N/mm2comb.: 2222 verification of cracked section, 0.95-fold prestr.MSd= 3007.99 kNm sig.c = -12.35 N/mm2 x = 118.21 cm provAp= 24.00 cm2 sig.s = 14.52 N/mm2 Z = 79.11 kN provAs= 29.45 cm2 req.As = 29.45 cm2 As'= 0.00 cm2 provwk = 0.00 mm s = 61.95 mm D E S I G N F O R S H E A R : max.-ca: 2022 V0d = 0.00 kN red.V0d = 0.00 kN Ap+As = 53.45 cm2 VSd = 0.00 kN z = 133.1 cm cot.t = 1.00 VRd1 = 344.63 kN VRd2 = 1552.67 kN asw = 1.82 cm2/m m Ac = 3867 cm2 cross sectional area without topping Ai = 4228 cm2 Zit = -67.83 cm Wit =- 187529.5 cm3 Ji = 12719522 cm4 Zib = 88.17 cm Wib = 144256.0 cm3 STRESSES sig(N/mm2) state of uncracked or cracked section: lc N(kN) M(kNm) sig.cb sig.ct sig.p sig.s

Po -3240.0 -2365.3 -22.88 4.71 1203.7a 28.21 G1 0.0 502.7 3.48 -2.68 16.7a 18.0

KS :To-1 165.1 126.2 3.43 -0.65 -67.9a 18.03 G3 0.0 2171.3 15.05 -11.58 72.1a 77.9

KS :T1-oo 152.7 116.8 2.14 1.87 -63.6a 11.64 S 0.0 1670.0 11.58 -8.91 55.5a 59.9

Po+G1 -19.40 2.03 1233.7e 8.2P1+G1-3 -0.91 -10.19 1226.4a -6.2quasi-permanent

min (I) 1.23 -8.32 1162.8a 5.4

quasi-permanent

max (I) 1.23 -8.32 1162.8a 5.4

frequent min (I) 1.23 -8.32 1162.8a 5.4frequent max (I) 3.55 -10.10 1173.9a 17.4

S.C. PLAN 31 Ro S.R.L. Cluj-Napoca, Piaţa 14 Iulie, nr. 16, tel. 0040 364 401 430 0040 364 401 431 fax. 0040 364 402 812 Order:Auchan Position: 4110 Page / 6N lc N(kN) M(kNm) sig.cb sig.ct sig.p sig.srare min (I) 1.23 -8.32 1162.8a 5.4rare max (I) 12.81 -17.23 1218.3a 65.3 max(II) 0.00 -15.12 1248.5a 41.5 verifications in section: 18 X(m): 18.300 T R A N S F E R O F P R E S T R E S S : shear force F = 1767.56 kN reinforcement for splitting tensile Asw = 12.74 cm2 verification of anchorage: (Zul. long. tensile strength of concrete fctk005 = 2.87

N/mm2) layer X(m) lr(m) lbpd(m) sig.cb(N/mm2) req.Z(kN) provZ(kN) lba (m)

a 0.00 lr > 0.98 0.00 -0.94 1795.17 4786.37 1.00 1808.92 4795.03 20.00 lr > 0.98 -0.94 0.00 1795.17 4786.37 1.00 1808.92 4795.03

relevant longitudinal stresses (SLS) sig(N/mm2): layer of prestr. prestr. steel St1660/1860 sig.o : 1154.78T = To prestr. steel St1660/1860 sig.mo : 1082.61quasi-permanent combination concrete C50/60 sig.c : -22.50rare combination concrete C50/60 sig.c : -30.00(concrete: only stru.class A+B) reinforcing

steel S500 sig.s : 400.00

T = Too prestr. steel St1660/1860 sig.m : 1082.61

quasi-permanent rare combination section X(m) sig.ct sig.p sig.ct sig.tt sig.p sig.s sig.cb sig.cb sig.tb

1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

2 0.76 0.14 417.74 -0.55 548.26 7.78 -9.73 -9.73

3 1.52 -0.02 910.19 -2.05 1096.36 15.71 -19.50 -19.50

4 1.70 -0.17 1024.07 -2.44 1224.54 17.59 -21.80 -21.80

6 4.00 -4.71 1086.98 -9.30 1228.94 16.33 -20.65 -20.65

8 6.67 -9.93 1158.29 -17.01 1244.89 64.16 -19.78 -19.78

9 6.67 -9.93 1158.29 -17.01 1244.89 64.16 -19.78 -19.78

10 8.00 -10.10 1161.17 -17.15 1247.24 64.86 -19.54 -19.54

11 10.00 -10.19 1162.81 -17.23 1248.47 65.27 -19.40 -19.40

12 12.00 -10.10 1161.17 -17.15 1247.24 64.86 -19.54 -19.54

13 13.33 -9.93 1158.28 -17.01 1244.89 64.16 -19.78 -19.78

S.C. PLAN 31 Ro S.R.L. Cluj-Napoca, Piaţa 14 Iulie, nr. 16, tel. 0040 364 401 430 0040 364 401 431 fax. 0040 364 402 812 Order:Auchan Position: 4110 Page / 7N

quasi-permanent rare combination section X(m) sig.ct sig.p sig.ct sig.tt sig.p sig.s sig.cb sig.cb sig.tb

14 13.33 -9.93 1158.28 -17.01 1244.89 64.16 -19.78 -19.78

16 16.00 -4.71 1087.00 -9.30 1228.94 16.34 -20.65 -20.65

18 18.30 -0.17 1024.06 -2.44 1224.54 17.59 -21.80 -21.80

19 18.48 -0.02 910.22 -2.05 1096.36 15.71 -19.50 -19.50

20 19.24 0.14 417.74 -0.55 548.26 7.78 -9.73 -9.73

21 20.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

crack widths wkb,wkt exposure class 1 frequent ca max.wkt = 0.20 exposure class 1 frequent ca max.wkb = 0.20 section X(m) MSd(kNm) sig.c sig.s Asb (cm2) Ast wkb (mm) wkt

1 0.00 0.00 0.00 0.00 29.45 0.00 2 0.76 73.60 0.00 0.00 29.45 0.00 3 1.52 141.38 0.00 0.00 29.45 0.00 4 1.70 156.39 0.00 0.00 29.45 0.00 6 4.00 1824.15 0.00 0.00 29.45 0.00 8 6.67 2952.24 -11.97 10.65 29.45 0.00 9 6.67 2952.24 -11.97 10.65 29.45 0.00

10 8.00 2987.88 -12.21 13.01 29.45 0.00 11 10.00 3007.99 -12.35 14.52 29.45 0.00 12 12.00 2987.88 -12.21 13.01 29.45 0.00 13 13.33 2952.24 -11.97 10.65 29.45 0.00 14 13.33 2952.24 -11.97 10.65 29.45 0.00 16 16.00 1824.15 0.00 0.00 29.45 0.00 18 18.30 156.39 0.00 0.00 29.45 0.00 19 18.48 141.38 0.00 0.00 29.45 0.00 20 19.24 73.60 0.00 0.00 29.45 0.00 21 20.00 0.00 0.00 0.00 29.45 0.00

relevant deflections: k.I, k.II(1/km): curvature (uncracked and cracked section) eff.k (1/km): effective curvature for beta.1 =1.0, beta.2 =0.5 deflections at the time To under P0 + G1 : section X(m) M(kNm) Mr(kNm) k.I k.II eff.k w(cm)

1 0.00 0.00 286.73 0.0000 0.02 0.76 -985.20 -1165.68 -0.2565 -0.43 1.52 -1976.22 -1828.81 -0.5145 -0.5442 -0.5315 -0.74 1.70 -2208.87 -1983.91 -0.5751 -0.6024 -0.5914 -0.86 4.00 -2043.53 -1983.91 -0.5297 -0.4994 -0.5137 -1.68 6.67 -1918.30 -1983.91 -0.4953 -2.29 6.67 -1918.30 -1983.91 -0.4953 -2.2

10 8.00 -1882.66 -1983.91 -0.4855 -2.411 10.00 -1862.55 -1983.91 -0.4800 -2.512 12.00 -1882.66 -1983.91 -0.4855 -2.4

S.C. PLAN 31 Ro S.R.L. Cluj-Napoca, Piaţa 14 Iulie, nr. 16, tel. 0040 364 401 430 0040 364 401 431 fax. 0040 364 402 812 Order:Auchan Position: 4110 Page / 8N section X(m) M(kNm) Mr(kNm) k.I k.II eff.k w(cm)

13 13.33 -1918.30 -1983.91 -0.4953 -2.214 13.33 -1918.30 -1983.91 -0.4953 -2.216 16.00 -2043.53 -1983.91 -0.5297 -0.4994 -0.5137 -1.618 18.30 -2208.87 -1983.91 -0.5751 -0.6024 -0.5914 -0.819 18.48 -1976.22 -1828.81 -0.5145 -0.5442 -0.5315 -0.720 19.24 -985.20 -1165.68 -0.2565 -0.421 20.00 0.00 306.27 0.0000 0.0

rotations at the supports alpha(arc) left: -0.00473 right: 0.00473 deflections at the time T11 under P0 + G1 + (K+S).1 : section X(m) M(kNm) Mr(kNm) k.I k.II eff.k w(cm)

1 0.00 0.00 409.11 0.0000 0.02 0.76 -910.59 -1380.18 -0.3880 -0.53 1.52 -1849.05 -2043.31 -0.7665 -1.04 1.70 -2063.95 -2198.42 -0.8676 -1.26 4.00 -1908.66 -2198.42 -0.7885 -2.48 6.67 -1790.07 -2198.42 -0.7311 -3.39 6.67 -1790.07 -2198.42 -0.7311 -3.3

10 8.00 -1755.72 -2198.42 -0.7161 -3.511 10.00 -1736.34 -2198.42 -0.7077 -3.712 12.00 -1755.72 -2198.42 -0.7161 -3.513 13.33 -1790.07 -2198.42 -0.7311 -3.314 13.33 -1790.07 -2198.42 -0.7311 -3.316 16.00 -1908.66 -2198.42 -0.7885 -2.418 18.30 -2063.95 -2198.42 -0.8676 -1.219 18.48 -1849.05 -2043.31 -0.7665 -1.020 19.24 -910.59 -1380.18 -0.3880 -0.521 20.00 0.00 437.00 0.0000 0.0

rotations at the supports alpha(arc) left: -0.00704 right: 0.00704 deflections at the time Too under P0 + G1-3 + (K+S) + psi2*max.Q : section X(m) M(kNm) Mr(kNm) k.I k.II eff.k w(cm)

1 0.00 0.00 438.68 0.0000 0.02 0.76 -488.69 -1170.15 -0.4457 -0.23 1.52 -1120.86 -1893.27 -0.8681 -0.44 1.70 -1267.37 -2068.55 -0.9717 -0.56 4.00 -421.86 690.77 -0.4881 -0.77 6.00 275.17 885.61 -0.0988 -0.88 6.67 500.97 945.97 0.0247 -0.79 6.67 500.97 945.97 0.0247 -0.7

10 8.00 533.42 958.95 0.0481 -0.711 10.00 551.71 965.67 0.0613 -0.712 12.00 533.42 958.95 0.0481 -0.713 13.33 500.98 946.16 0.0246 -0.714 13.33 500.98 946.16 0.0246 -0.715 14.00 275.40 887.34 -0.0993 -0.816 16.00 -421.89 690.61 -0.4881 -0.718 18.30 -1267.35 -2068.53 -0.9718 -0.519 18.48 -1120.92 -1893.14 -0.8680 -0.420 19.24 -488.69 -1170.15 -0.4457 -0.2

S.C. PLAN 31 Ro S.R.L. Cluj-Napoca, Piaţa 14 Iulie, nr. 16, tel. 0040 364 401 430 0040 364 401 431 fax. 0040 364 402 812 Order:Auchan Position: 4110 Page / 9N section X(m) M(kNm) Mr(kNm) k.I k.II eff.k w(cm)

21 20.00 0.00 468.58 0.0000 0.0 rotations at the supports alpha(arc) left: -0.00296 right: 0.00296 required longitudinal reinforcement (prestres. steel Ap + reinforcing steel Asb, Ast): section X(m) MSd(kNm) eps.c eps.s Z(kN) Ap(cm2) Asb(cm2)Ast

1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 0.76 719.59 -1.06 18.54 703.46 4.87 0.00 0.00 3 1.52 1431.32 -1.39 18.52 1240.61 8.59 0.00 0.00 4 1.70 1596.67 -1.47 18.51 1350.41 9.36 0.00 0.00 6 4.00 3694.42 -2.43 18.45 2766.51 19.17 0.00 0.00 8 6.67 6039.59 -3.50 15.78 4532.30 24.00 24.92 0.00 9 6.67 6039.59 -3.50 15.78 4532.30 24.00 24.92 0.00

10 8.00 6087.70 -3.50 15.58 4572.15 24.00 25.77 0.00 11 10.00 6114.85 -3.50 15.46 4594.65 24.00 26.25 0.00 12 12.00 6087.70 -3.50 15.58 4572.15 24.00 25.77 0.00 13 13.33 6039.59 -3.50 15.78 4532.30 24.00 24.92 0.00 14 13.33 6039.59 -3.50 15.78 4532.30 24.00 24.92 0.00 16 16.00 3694.42 -2.43 18.45 2766.51 19.17 0.00 0.00 18 18.30 1596.67 -1.47 18.51 1350.41 9.36 0.00 0.00 19 18.48 1431.32 -1.39 18.52 1240.61 8.59 0.00 0.00 20 19.24 719.59 -1.06 18.54 703.46 4.87 0.00 0.00 21 20.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

req. shear reinforcement asw(cm2/m) for beam section X(m) V0d(kN) VSd(kN) z(cm) cot.t VRd2 (kN) VRd1 Z . as w

1 0.00 950.75 950.75 131.5 1.00 1534.40 2 0.76 940.42 940.42 106.5 1.00 1242.97 596.02 1 7.43 3 1.52 930.09 930.09 115.4 1.00 1346.01 649.07 1 5.60 4 1.70 927.68 927.68 118.2 1.00 1379.41 645.34 1 5.49 6 4.00 896.46 896.46 133.5 1.00 1557.98 336.76 2 9.64 8 6.67 860.22 860.22 133.3 1.00 1554.66 344.11 2 8.91 9 6.67 45.20 45.20 133.3 1.00 1554.66 344.14 2 1.82m

10 8.00 27.15 27.15 133.1 1.00 1553.39 344.48 2 1.82m11 10.00 0.00 0.00 12 12.00 -27.15 -27.15 133.1 1.00 1553.39 344.48 2 1.82m13 13.33 -45.20 -45.20 133.3 1.00 1554.66 344.13 2 1.82m14 13.33 -860.22 -860.22 133.3 1.00 1554.66 344.11 2 8.91 16 16.00 -896.46 -896.46 133.5 1.00 1557.98 336.77 2 9.64 18 18.30 -927.68 -927.68 118.2 1.00 1379.41 645.33 1 5.49 19 18.48 -930.09 -930.09 115.4 1.00 1346.01 649.08 1 5.60 20 19.24 -940.42 -940.42 106.5 1.00 1242.97 596.02 1 7.43 21 20.00 -950.75 -950.75 127.5 1.00 1487.50

S.C. PLAN 31 Ro S.R.L. Cluj-Napoca, Piaţa 14 Iulie, nr. 16, tel. 0040 364 401 430 0040 364 401 431 fax. 0040 364 402 812 Order:Auchan Position: 4110 Page / 10N

6114.85

relevant moments MSd (kNm) M 1 : 2446

950.75

1534.40 1570.54 1570.54 1487.50

-950.75

Z.I Z.II Z.I Z.II

2.53 14.93 2.54

VRd2 VSd

relevant shear forces VSd (kN) M 1 : 628

S.C. PLAN 31 Ro S.R.L. Cluj-Napoca, Piaţa 14 Iulie, nr. 16, tel. 0040 364 401 430 0040 364 401 431 fax. 0040 364 402 812 Order:Auchan Position: 4110 Page / 11N

-2.48

-3.68

-0.75 -0.75

-8.00

w(To) w(T11) w(Too)

relevant deflections W (cm) M 1 : 1

-21.80 -21.80 -22.50

0.14

-10.19

0.14

-22.50

stresses sig.c (N/mm2) quasi-perm. combination M 1 : 11

S.C. PLAN 31 Ro S.R.L. Cluj-Napoca, Piaţa 14 Iulie, nr. 16, tel. 0040 364 401 430 0040 364 401 431 fax. 0040 364 402 812 Order:Auchan Position: 4110 Page / 12N

-21.80 -21.80

-30.00

-17.23

-30.00

stresses sig.c (N/mm2) rare combination M 1 : 11

4533.46 4595.32 4533.46

3464.35

Z.I Z.II Z.I Z.II

2.53 14.93 2.54

req.Z provZ Z(P)

5023.07 5023.07

1280.54

diagram of tensile force Z (kN) M 1 : 1838

S.C. PLAN 31 Ro S.R.L. Cluj-Napoca, Piaţa 14 Iulie, nr. 16, tel. 0040 364 401 430 0040 364 401 431 fax. 0040 364 402 812 Order:Auchan Position: 4110 Page / 13N

7.43

9.64 9.64

7.43

20.00

smax: 30.0

Z.I Z.II Z.I Z.II

2.53 14.93 2.54

shear reinforcement asw (cm2/m) S 500 M 1 : 4

0.00

0.20

0.20

crack widths wk(mm) M 1 : .20

decompression sigu (N/mm2) M 1 : 50