Tablica Tablicin na Podtablica PodtablicinArgument nArgument vZona Cpe10 Cpe1T10.2.1 Koeficijenti vanjskog tlaka za vertikalne zidove pravokutnih niskih građevina

0 d/h 1 A -1.0 -1.31 B -0.8 -1.01 C -0.5 -0.51 D 0.8 1.01 E -0.3 -0.34 A -1.0 -1.34 B -0.8 -1.04 C -0.5 -0.54 D 0.6 1.04 E -0.3 -0.3

T10.2.2 Koeficijenti vanjskog tlaka za ravne krovove1 strehe oštr - F -1.8 -2.5

G -1.2 -2.0H -0.7 -1.2I -0.2 -0.2

2 sa zaštitn hp/h 0.025 F -1.6 -2.20.025 G -1.1 -1.80.025 H -0.7 -1.20.025 I -0.2 -0.2

0.05 F -1.4 -2.00.05 G -0.9 -1.60.05 H -0.7 -1.20.05 I -0.2 -0.2

0.1 F -1.2 -1.80.1 G -0.8 -1.40.1 H -0.7 -1.20.1 I -0.2 -0.2

3 zaobljene r/h 0.05 F -1.0 -1.50.05 G -1.2 -1.80.05 H -0.4 -0.40.05 I -0.2 -0.2

0.1 F -0.7 -1.20.1 G -0.8 -1.40.1 H -0.3 -0.30.1 I -0.2 -0.20.2 F -0.5 -0.80.2 G -0.5 -0.80.2 H -0.3 -0.30.2 I -0.2 -0.2

4 mansardastkut 30 F -1.0 -1.530 G -1.0 -1.530 H -0.3 -0.330 I -0.2 -0.245 F -1.2 -1.845 G -1.3 -1.9

45 H -0.4 -0.445 I -0.2 -0.260 F -1.3 -1.960 G -1.3 -1.960 H -0.5 -0.560 I -0.2 -0.2

T10.2.3 Koeficijenti vanjskog tlaka za jednostrešne krovove1 Smjer vjetrkut 5 F -1.7 -2.5

5 G -1.2 -2.05 H -0.6 -1.2

15 F -0.9 -2.015 G -0.8 -1.515 H -0.3 -0.330 F -0.5 -1.530 G -0.5 -1.530 H -0.2 -0.245 F 0.7 0.745 G 0.7 0.745 H 0.6 0.660 F 0.7 0.760 G 0.7 0.760 H 0.7 0.775 F 0.8 0.875 G 0.8 0.875 H 0.8 0.8

2 Smjer vjet kut 5 F -2.3 -2.55 G -1.3 -2.05 H -0.8 -1.2

15 F -2.5 -2.815 G -1.3 -2.015 H -0.9 -1.230 F -1.1 -2.330 G -0.8 -1.530 H -0.8 -0.845 F -0.6 -1.345 G -0.5 -0.545 H -0.7 -0.760 F -0.5 -1.060 G -0.5 -0.560 H -0.5 -0.575 F -0.5 -1.075 G -0.5 -0.575 H -0.5 -0.5

3 Smjer vjetrkut 5 F -1.6 -2.25 G -1.8 -2.05 H -0.6 -1.25 I -0.5 -0.5

15 F -1.3 -2.015 G -1.9 -2.515 H -0.8 -1.215 I -0.7 -1.230 F -1.2 -2.030 G -1.5 -2.030 H -1.0 -1.330 I -0.8 -1.245 F -1.2 -2.045 G -1.4 -2.045 H -1.0 -1.345 I -0.9 -1.260 F -1.2 -2.060 G -1.2 -2.060 H -1.0 -1.360 I -0.7 -1.275 F -1.2 -2.075 G -1.2 -2.075 H -1.0 -1.375 I -0.5 -0.5

T10.2.4 Koeficijenti vanjskog tlaka za dvostrešne krovove1 Smjer vjetrkut -45 F -0.6 -0.6

-45 G -0.6 -0.6-45 H -0.8 -0.8-45 I -0.7 -0.7-45 J -1.0 -1.5-30 F -1.1 -2.0-30 G -0.8 -1.5-30 H -0.8 -0.8-30 I -0.6 -0.6-30 J -0.8 -1.4-15 F -2.5 -2.8-15 G -1.3 -2.0-15 H -0.9 -1.2-15 I -0.5 -0.5-15 J -0.7 -1.2

-5 F -2.3 -2.5-5 G -1.2 -2.0-5 H -0.8 -1.2-5 I -0.3 -0.3-5 J -0.3 -0.35 F -1.7 -2.55 G -1.2 -2.05 H -0.6 -1.25 I -0.3 -0.35 J -0.3 -0.3

15 F -0.9 -2.0

15 G -0.8 -1.515 H -0.3 -0.315 I -0.4 -0.415 J -1.0 -1.530 F -0.5 -1.530 G -0.5 -1.530 H -0.2 -0.230 I -0.4 -0.430 J -0.5 -0.545 F 0.7 0.745 G 0.7 0.745 H 0.6 0.645 I -0.2 -0.245 J -0.3 -0.360 F 0.7 0.760 G 0.7 0.760 H 0.7 0.760 I -0.2 -0.260 J -0.3 -0.375 F 0.8 0.875 G 0.8 0.875 H 0.8 0.875 I -0.2 -0.275 J -0.3 -0.3

2 Smjer vjetrkut -45 F -1.4 -2.0-45 G -1.2 -2.0-45 H -1.0 -1.3-45 I -0.9 -1.2-30 F -1.5 -2.1-30 G -1.2 -2.0-30 H -1.0 -1.3-30 I -0.9 -1.2-15 F -1.9 -2.5-15 G -1.2 -2.0-15 H -0.8 -1.2-15 I -0.8 -1.2

-5 F -1.8 -2.5-5 G -1.2 -2.0-5 H -0.7 -1.2-5 I -0.6 -1.25 F -1.6 -2.25 G -1.3 -2.05 H -0.7 -1.25 I -0.5 -0.5

15 F -1.3 -2.015 G -1.3 -2.015 H -0.6 -1.215 I -0.5 -0.5

30 F -1.1 -1.530 G -1.4 -2.030 H -0.8 -1.230 I -0.5 -0.545 F -1.1 -1.545 G -1.4 -2.045 H -0.9 -1.245 I -0.5 -0.560 F -1.1 -1.560 G -1.2 -2.060 H -0.8 -1.060 I -0.5 -0.575 F -1.1 -1.575 G -1.2 -2.075 H -0.8 -1.075 I -0.5 -0.5

T10.2.5 Koeficijenti vanjskog tlaka za četverostrešne krovove0 - kut 5 F -1.7 -2.5

5 G -1.2 -2.05 H -0.6 -1.25 I -0.3 -0.35 J -0.6 -0.65 K -0.6 -0.65 L -1.2 -2.05 M -0.6 -1.25 N -0.4 -0.4

15 F -0.9 -2.015 G -0.8 -1.515 H -0.3 -0.315 I -0.5 -0.515 J -1.0 -1.515 K -1.2 -2.015 L -1.4 -2.015 M -0.6 -1.215 N -0.3 -0.330 F -0.5 -1.530 G -0.5 -1.530 H -0.2 -0.230 I -0.4 -0.430 J -0.7 -1.230 K -0.5 -0.530 L -1.4 -2.030 M -0.8 -1.230 N -0.2 -0.245 F 0.7 0.745 G 0.7 0.745 H 0.6 0.6

45 I -0.3 -0.345 J -0.6 -0.645 K -0.3 -0.345 L -1.3 -2.045 M -0.8 -1.245 N -0.2 -0.260 F 0.7 0.760 G 0.7 0.760 H 0.7 0.760 I -0.3 -0.360 J -0.6 -0.660 K -0.3 -0.360 L -1.2 -2.060 M -0.4 -0.460 N -0.2 -0.275 F 0.8 0.875 G 0.8 0.875 H 0.8 0.875 I -0.3 -0.375 J -0.6 -0.675 K -0.3 -0.375 L -1.2 -2.075 M -0.4 -0.475 N -0.2 -0.2

Cpe10alt Cpe1alt

0.2 0.2

0.2 0.2

0.2 0.2

0.2 0.2

0.2 0.2

0.2 0.2

0.2 0.2

0.2 0.2

0.2 0.2

0.2 0.2

0.2 0.20.2 0.20.2 0.20.7 0.70.7 0.70.4 0.4

0.2 0.2

0.2 0.20.2 0.2

0.7 0.70.7 0.70.4 0.4

0.2 0.20.2 0.20.2 0.2

0.5 0.50.7 0.70.4 0.4

Tablica Tablicin na Podtablica PodtablicinArgument nArgument vZona Cpe10 Cpe1 Cpe10altT7.1 Recommended values of external pressure coefficients for vertical walls of rectangular plan buildings

0 h/d 5 A -1.2 -1.45 B -0.8 -1.15 C -0.5 -0.55 D 0.8 1.05 E -0.7 -0.71 A -1.2 -1.41 B -0.8 -1.11 C -0.5 -0.51 D 0.8 1.01 E -0.5 -0.5

0.25 A -1.2 -1.40.25 B -0.8 -1.10.25 C -0.5 -0.50.25 D 0.7 1.00.25 E -0.3 -0.3

T7.2 External pressure coefficients for flat roofs1 Sharp eave- F -1.8 -2.5

G -1.2 -2.0H -0.7 -1.2I 0.2 0.2 -0.2

2 With Paraphp/h 0.025 F -1.6 -2.20.025 G -1.1 -1.80.025 H -0.7 -1.20.025 I 0.2 0.2 -0.2

0.05 F -1.4 -2.00.05 G -0.9 -1.60.05 H -0.7 -1.20.05 I 0.2 0.2 -0.2

0.1 F -1.2 -1.80.1 G -0.8 -1.40.1 H -0.7 -1.20.1 I 0.2 0.2 -0.2

3 Curved Eavr/h 0.05 F -1.0 -1.50.05 G -1.2 -1.80.05 H -0.4 -0.40.05 I 0.2 0.2 -0.2

0.1 F -0.7 -1.20.1 G -0.8 -1.40.1 H -0.3 -0.30.1 I 0.2 0.2 -0.20.2 F -0.5 -0.8

0.2 G -0.5 -0.80.2 H -0.3 -0.30.2 I 0.2 0.2 -0.2

4 Mansard E kut 30 F -1.0 -1.530 G -1.0 -1.530 H -0.3 -0.330 I 0.2 0.2 -0.245 F -1.2 -1.845 G -1.3 -1.945 H -0.4 -0.445 I 0.2 0.2 -0.260 F -1.3 -1.960 G -1.3 -1.960 H -0.5 -0.560 I 0.2 0.2 -0.2

T7.3a External pressure coefficients for monopitch roofs1 Wind direckut 5 F -1.7 -2.5 0.0

5 G -1.2 -2.0 0.05 H -0.6 -1.2 0.0

15 F -0.9 -2.0 0.215 G -0.8 -1.5 0.215 H -0.3 -0.3 0.230 F -0.5 -1.5 0.730 G -0.5 -1.5 0.730 H -0.2 -0.2 0.445 F 0.0 0.0 0.745 G 0.0 0.0 0.745 H 0.0 0.0 0.660 F 0.7 0.760 G 0.7 0.760 H 0.7 0.775 F 0.8 0.875 G 0.8 0.875 H 0.8 0.8

2 Wind direckut 5 F -2.3 -2.55 G -1.3 -2.05 H -0.8 -1.2

15 F -2.5 -2.815 G -1.3 -2.015 H -0.9 -1.230 F -1.1 -2.330 G -0.8 -1.530 H -0.8 -0.845 F -0.6 -1.3

45 G -0.5 -0.545 H -0.7 -0.760 F -0.5 -1.060 G -0.5 -0.560 H -0.5 -0.575 F -0.5 -1.075 G -0.5 -0.575 H -0.5 -0.5

T7.3b External pressure coefficients for monopitch roofs1 Wind direckut 5 Fup -2.1 -2.6

5 Flow -2.1 -2.45 G -1.8 -2.05 H -0.6 -1.25 I -0.5 -0.5

15 F -2.4 -2.915 Flow -1.6 -2.415 G -1.9 -2.515 H -0.8 -1.215 I -0.7 -1.230 F -2.1 -2.930 Flow -1.3 -2.030 G -1.5 -2.030 H -1.0 -1.330 I -0.8 -1.245 F -1.5 -2.445 Flow -1.3 -2.045 G -1.4 -2.045 H -1.0 -1.345 I -0.9 -1.260 F -1.2 -2.060 Flow -1.2 -2.060 G -1.2 -2.060 H -1.0 -1.360 I -0.7 -1.275 F -1.2 -2.075 Flow -1.2 -2.075 G -1.2 -2.075 H -1.0 -1.375 I -0.5 -0.5

T7.4a External pressure coefficients for duopitch roofs1 Wind direckut -45 F -0.6 -0.6

-45 G -0.6 -0.6-45 H -0.8 -0.8

-45 I -0.7 -0.7-45 J -1.0 -1.5-30 F -1.1 -2.0-30 G -0.8 -1.5-30 H -0.8 -0.8-30 I -0.6 -0.6-30 J -0.8 -1.4-15 F -2.5 -2.8-15 G -1.3 -2.0-15 H -0.9 -1.2-15 I -0.5 -0.5-15 J -0.7 -1.2

-5 F -2.3 -2.5-5 G -1.2 -2.0-5 H -0.8 -1.2-5 I 0.2 0.2 -0.6-5 J 0.2 0.2 -0.65 F -1.7 -2.5 0.05 G -1.2 -2.0 0.05 H -0.6 -1.2 0.05 I -0.6 -0.65 J 0.2 0.2 -0.6

15 F -0.9 -2.0 0.215 G -0.8 -1.5 0.215 H -0.3 -0.3 0.215 I -0.4 -0.4 0.015 J -1.0 -1.5 0.030 F -0.5 -1.5 0.730 G -0.5 -1.5 0.730 H -0.2 -0.2 0.430 I -0.4 -0.4 0.030 J -0.5 -0.5 0.045 F 0.0 0.0 0.745 G 0.0 0.0 0.745 H 0.0 0.0 0.645 I -0.2 -0.2 0.045 J -0.3 -0.3 0.060 F 0.7 0.760 G 0.7 0.760 H 0.7 0.760 I -0.2 -0.260 J -0.3 -0.375 F 0.8 0.875 G 0.8 0.875 H 0.8 0.8

75 I -0.2 -0.275 J -0.3 -0.3

T7.4b External pressure coefficients for duopitch roofs1 Wind direckut -45 F -1.4 -2.0

-45 G -1.2 -2.0-45 H -1.0 -1.3-45 I -0.9 -1.2-30 F -1.5 -2.1-30 G -1.2 -2.0-30 H -1.0 -1.3-30 I -0.9 -1.2-15 F -1.9 -2.5-15 G -1.2 -2.0-15 H -0.8 -1.2-15 I -0.8 -1.2

-5 F -1.8 -2.5-5 G -1.2 -2.0-5 H -0.7 -1.2-5 I -0.6 -1.25 F -1.6 -2.25 G -1.3 -2.05 H -0.7 -1.25 I -0.6 -0.6

15 F -1.3 -2.015 G -1.3 -2.015 H -0.6 -1.215 I -0.5 -0.530 F -1.1 -1.530 G -1.4 -2.030 H -0.8 -1.230 I -0.5 -0.545 F -1.1 -1.545 G -1.4 -2.045 H -0.9 -1.245 I -0.5 -0.560 F -1.1 -1.560 G -1.2 -2.060 H -0.8 -1.060 I -0.5 -0.575 F -1.1 -1.575 G -1.2 -2.075 H -0.8 -1.075 I -0.5 -0.5

T7.5 External pressure coefficients for hipped roofs of buildings0 - kut 5 F -1.7 -2.5 0.0

5 G -1.2 -2.0 0.05 H -0.6 -1.2 0.05 I -0.3 -0.35 J -0.6 -0.65 K -0.6 -0.65 L -1.2 -2.05 M -0.6 -1.25 N -0.4 -0.4

15 F -0.9 -2.0 0.215 G -0.8 -1.5 0.215 H -0.3 -0.3 0.215 I -0.5 -0.515 J -1.0 -1.515 K -1.2 -2.015 L -1.4 -2.015 M -0.6 -1.215 N -0.3 -0.330 F -0.5 -1.5 0.530 G -0.5 -1.5 0.730 H -0.2 -0.2 0.430 I -0.4 -0.430 J -0.7 -1.230 K -0.5 -0.530 L -1.4 -2.0

5 300 30 M -0.8 -1.24 240 30 N -0.2 -0.2

45 F 0.0 0.0 0.745 G 0.0 0.0 0.745 H 0.0 0.0 0.645 I -0.3 -0.345 J -0.6 -0.645 K -0.3 -0.345 L -1.3 -2.045 M -0.8 -1.245 N -0.2 -0.260 F 0.7 0.760 G 0.7 0.760 H 0.7 0.760 I -0.3 -0.360 J -0.6 -0.660 K -0.3 -0.360 L -1.2 -2.060 M -0.4 -0.4

60 N -0.2 -0.275 F 0.8 0.875 G 0.8 0.875 H 0.8 0.875 I -0.3 -0.375 J -0.6 -0.675 K -0.3 -0.375 L -1.2 -2.075 M -0.4 -0.475 N -0.2 -0.2

Cpe1altRecommended values of external pressure coefficients for vertical walls of rectangular plan buildings

-0.2

-0.2

-0.2

-0.2

-0.2

-0.2

-0.2

-0.2

-0.2

-0.2

0.00.00.00.20.20.20.70.70.40.70.70.6

-0.6-0.60.00.00.0

-0.60.20.20.20.00.00.70.70.40.00.00.70.70.60.00.0

0.00.00.0

0.2 →«»0.20.2

0.50.70.4

→→

0.70.70.6 5.5

2.75

Tablica Tablicin naziv Podtablica Podtablicin n ArgumeArgumentZona Cpe10 Cpe1T3.26 Außendruckbeiwerte für vertikale Wände von Gebäuden mit rechteckigem Grundriss

0 h/d 5 A -1.4 -1.75 B -0.8 -1.15 C -0.5 -0.75 D 0.8 1.05 E -0.5 -0.71 A -1.2 -1.41 B -0.8 -1.11 C -0.5 -0.51 D 0.8 1.01 E -0.5 -0.5

0.25 A -1.2 -1.40.25 B -0.8 -1.10.25 C -0.5 -0.50.25 D 0.7 1.00.25 E -0.3 -0.5

T3.27 Außendruckbeiwerte für Flachdächer1 Scharfkantige- F -1.8 -2.5

G -1.2 -2.0H -0.7 -1.2I 0.2 0.2

2 mit Attika hp/h 0.025 F -1.6 -2.20.025 G -1.1 -1.80.025 H -0.7 -1.20.025 I 0.2 0.2

0.05 F -1.4 -2.00.05 G -0.9 -1.60.05 H -0.7 -1.20.05 I 0.2 0.2

0.1 F -1.2 -1.80.1 G -0.8 -1.40.1 H -0.7 -1.20.1 I 0.2 0.2

3 Abgerundeterr/h 0.05 F -1.0 -1.50.05 G -1.2 -1.80.05 H -0.4 -0.40.05 I 0.2 0.2

0.1 F -0.7 -1.20.1 G -0.8 -1.40.1 H -0.3 -0.30.1 I 0.2 0.20.2 F -0.5 -0.80.2 G -0.5 -0.80.2 H -0.3 -0.30.2 I 0.2 0.2

4 Abgeschrägtekut 30 F -1.0 -1.5

30 G -1.0 -1.530 H -0.3 -0.330 I 0.2 0.245 F -1.2 -1.845 G -1.3 -1.945 H -0.4 -0.445 I 0.2 0.260 F -1.3 -1.960 G -1.3 -1.960 H -0.5 -0.560 I 0.2 0.2

T3.28 Außendruckbeiwerte für Pultdächer1 Anströmricht kut 5 F -1.7 -2.5

5 G -1.2 -2.05 H -0.6 -1.2

10 F -1.3 -2.210 G -1.0 -1.710 H -0.4 -0.715 F -0.9 -2.015 G -0.8 -1.515 H -0.3 -0.330 F -0.5 -1.530 G -0.5 -1.530 H -0.2 -0.245 F 0.7 0.745 G 0.7 0.745 H 0.6 0.660 F 0.7 0.760 G 0.7 0.760 H 0.7 0.775 F 0.8 0.875 G 0.8 0.875 H 0.8 0.8

2 Anströmricht kut 5 F -2.3 -2.55 G -1.3 -2.05 H -0.8 -1.2

10 F -2.4 -2.510 G -1.3 -2.010 H -0.8 -1.215 F -2.5 -2.815 G -1.3 -2.015 H -0.8 -1.230 F -1.1 -2.330 G -0.8 -1.530 H -0.8 -0.845 F -0.6 -1.345 G -0.5 -0.5

45 H -0.7 -0.760 F -0.5 -1.060 G -0.5 -0.560 H -0.5 -0.575 F -0.5 -1.075 G -0.5 -0.575 H -0.5 -0.5

3 Anströmricht kut 5 Fup -2.1 -2.65 Flow -2.1 -2.45 G -1.8 -2.05 H -0.6 -1.25 I -0.6 -0.6

10 F -2.2 -2.710 Flow -1.8 -2.410 G -1.8 -2.210 H -0.7 -1.210 I -0.6 -0.615 F -2.4 -2.915 Flow -1.6 -2.415 G -1.9 -2.515 H -0.8 -1.215 I -0.7 -1.230 F -2.1 -2.930 Flow -1.3 -2.030 G -1.5 -2.030 H -1.0 -1.330 I -0.8 -1.245 F -1.5 -2.445 Flow -1.3 -2.045 G -1.4 -2.045 H -1.0 -1.345 I -0.9 -1.260 F -1.2 -2.060 Flow -1.2 -2.060 G -1.2 -2.060 H -1.0 -1.360 I -0.7 -1.275 F -1.2 -2.075 Flow -1.2 -2.075 G -1.2 -2.075 H -1.0 -1.375 I -0.5 -0.5

T3.29 Außendruckbeiwerte für Sattel- und Trogdächer1 Anströmricht kut -45 F -0.6 -0.6

-45 G -0.6 -0.6-45 H -0.8 -0.8-45 I -0.7 -0.7

-45 J -1.0 -1.5-30 F -1.1 -2.0-30 G -0.8 -1.5-30 H -0.8 -0.8-30 I -0.6 -0.6-30 J -0.8 -1.4-15 F -2.5 -2.8-15 G -1.3 -2.0-15 H -0.9 -1.2-15 I -0.5 -0.5-15 J -0.7 -1.2

-5 F -2.3 -2.5-5 G -1.2 -2.0-5 H -0.8 -1.2-5 I -0.6 -0.6-5 J -0.6 -0.65 F -1.7 -2.55 G -1.2 -2.05 H -0.6 -1.25 I -0.6 -0.65 J -0.6 -0.6

10 F -1.3 -2.210 G -1.0 -1.710 H -0.4 -0.410 I -0.5 -0.510 J -0.8 0.215 F -0.9 -2.015 G -0.8 -1.515 H -0.3 -0.315 I -0.4 -0.415 J -1.0 -1.530 F -0.5 -1.530 G -0.5 -1.530 H -0.2 -0.230 I -0.4 -0.430 J -0.5 -0.545 F 0.7 0.745 G 0.7 0.745 H 0.6 0.645 I -0.4 -0.445 J -0.5 -0.560 F 0.7 0.760 G 0.7 0.760 H 0.7 0.760 I -0.4 -0.460 J -0.5 -0.575 F 0.8 0.875 G 0.8 0.8

75 H 0.8 0.875 I -0.4 -0.475 J -0.5 -0.5

2 Anströmricht kut -45 F -1.4 -2.0-45 G -1.2 -2.0-45 H -1.0 -1.3-45 I -0.9 -1.2-30 F -1.5 -2.1-30 G -1.2 -2.0-30 H -1.0 -1.3-30 I -0.9 -1.2-15 F -1.9 -2.5-15 G -1.2 -2.0-15 H -0.8 -1.2-15 I -0.8 -1.2

-5 F -1.8 -2.5-5 G -1.2 -2.0-5 H -0.7 -1.2-5 I -0.6 -1.25 F -1.6 -2.25 G -1.3 -2.05 H -0.7 -1.25 I -0.6 -0.6

10 F -1.4 -2.110 G -1.3 -2.010 H -0.6 -1.210 I -0.6 -0.615 F -1.3 -2.015 G -1.3 -2.015 H -0.6 -1.215 I -0.5 -0.530 F -1.1 -1.530 G -1.4 -2.030 H -0.8 -1.230 I -0.5 -0.545 F -1.1 -1.545 G -1.4 -2.045 H -0.9 -1.245 I -0.5 -0.560 F -1.1 -1.560 G -1.2 -2.060 H -0.8 -1.060 I -0.5 -0.575 F -1.1 -1.575 G -1.2 -2.075 H -0.8 -1.075 I -0.5 -0.5

T30.3 Außendruckbeiwerte für Walmdächer0 - kut 5 F -1.7 -2.5

5 G -1.2 -2.05 H -0.6 -1.25 I -0.3 -0.35 J -0.6 -0.65 K -0.6 -0.65 L -1.2 -0.25 M -0.6 -1.25 N -0.4 -0.4

15 F -0.9 -2.015 G -0.8 -1.515 H -0.3 -0.315 I -0.5 -0.515 J -1.0 -1.515 K -1.2 -2.015 L -1.4 -0.215 M -0.6 -1.215 N -0.3 -0.330 F -0.5 -1.530 G -0.5 -1.530 H -0.2 -0.230 I -0.4 -0.430 J -0.7 -1.230 K -0.5 -0.530 L -1.4 -0.230 M -0.8 -1.230 N -0.2 -0.245 F 0.7 0.745 G 0.7 0.745 H 0.6 0.645 I -0.3 -0.345 J -0.6 -0.645 K -0.3 -0.345 L -1.3 -0.245 M -0.8 -1.245 N -0.2 -0.260 F 0.7 0.760 G 0.7 0.760 H 0.7 0.760 I -0.3 -0.360 J -0.6 -0.660 K -0.3 -0.360 L -1.2 -0.260 M -0.4 -0.460 N -0.2 -0.275 F 0.8 0.875 G 0.8 0.8

75 H 0.8 0.875 I -0.3 -0.375 J -0.6 -0.675 K -0.3 -0.375 L -1.2 -0.275 M -0.4 -0.475 N -0.2 -0.2

Cpe10alt Cpe1alt

-0.6 -0.6

-0.6 -0.6

-0.6 -0.6

-0.6 -0.6

-0.2 -0.2

-0.2 -0.2

-0.2 -0.2

-0.2 -0.2

-0.2 -0.2

-0.2 -0.2

0.2 -1.2

0.2 -0.70.2 0.20.2 0.20.2 0.20.7 0.70.7 0.70.4 0.4

0.2 0.2

0.2 0.2

0.2 0.20.2 0.2

0.2 0.20.2 0.2

0.2 0.2

0.2 0.20.2 0.20.2 0.2

0.7 0.70.7 0.70.4 0.4

0.2 0.2

0.2 0.2

0.2 0.20.2 0.20.2 0.2

0.5 0.50.7 0.70.4 0.4