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Tablica Tablicin PodtablicPodtablicArgument Argument Zona Cpe10 T10.2.1 Koeficijenti vanjskog tlaka za vertikalne zidove pravokutnih ni 0 d/h 1A -1.0 1B -0.8 1C -0.5 1D 0.8 1E -0.3 4A -1.0 4B -0.8 4C -0.5 4D 0.6 4E -0.3 T10.2.2 Koeficijenti vanjskog tlaka za ravne krovove 1 strehe oš- F -1.8 G -1.2 H -0.7 I -0.2 2 sa zaštithp/h 0.025 F -1.6 0.025 G -1.1 0.025 H -0.7 0.025 I -0.2 0.05 F -1.4 0.05 G -0.9 0.05 H -0.7 0.05 I -0.2 0.1 F -1.2 0.1 G -0.8 0.1 H -0.7 0.1 I -0.2 3 zaobljener/h 0.05 F -1.0 0.05 G -1.2 0.05 H -0.4 0.05 I -0.2 0.1 F -0.7 0.1 G -0.8 0.1 H -0.3 0.1 I -0.2 0.2 F -0.5 0.2 G -0.5 0.2 H -0.3 0.2 I -0.2 4 mansardaskut 30 F -1.0 30 G -1.0 30 H -0.3 30 I -0.2 45 F -1.2 45 G -1.3

Analiza opterećenja vjetrom po EC

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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

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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

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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

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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

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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

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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

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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

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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

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0.2 0.2

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0.2 0.20.2 0.2

0.7 0.70.7 0.70.4 0.4

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0.2 0.20.2 0.20.2 0.2

0.5 0.50.7 0.70.4 0.4

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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

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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

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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

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-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

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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

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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

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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

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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

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-0.2

-0.2

-0.2

-0.2

0.00.00.00.20.20.20.70.70.40.70.70.6

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-0.6-0.60.00.00.0

-0.60.20.20.20.00.00.70.70.40.00.00.70.70.60.00.0

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0.00.00.0

0.2 →«»0.20.2

0.50.70.4

→→

0.70.70.6 5.5

2.75

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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

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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

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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

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-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

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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

Page 28: Analiza opterećenja vjetrom po EC

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

Page 29: Analiza opterećenja vjetrom po EC

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

Page 30: Analiza opterećenja vjetrom po EC

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

Page 31: Analiza opterećenja vjetrom po EC

-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

Page 32: Analiza opterećenja vjetrom po EC

0.2 0.2

0.2 0.2

Page 33: Analiza opterećenja vjetrom po EC

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

Page 34: Analiza opterećenja vjetrom po EC

0.2 0.2

0.2 0.2

Page 35: Analiza opterećenja vjetrom po EC

0.2 0.20.2 0.20.2 0.2

0.5 0.50.7 0.70.4 0.4