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open fire, solid fuel (open fireplace) solid fuel 2.8 10

Division 2.2 Strength in fire § 2.2.1 New structures

Article 2.8

1. A structure to be built has a load-bearing structure which is such that in the event of fire the structure can be left and searched during a reasonable period of time without the risk of collapse.

2. In so far as regulations for a functional unit are prescribed in table 2.8, for that functional unit the requirement of the first paragraph is complied with through application of those regulations.

Table 2.8

functional unit applicable paragraphs

tim e bef ore coll aps e deter minati on metho d article 2.9 2.10 paragraph 1 2 3 4 5 6 7 * 1 Residential function

a residential function of a caravan – – – – – – – –

b other residential function 1 2 3 – – – – *

2 Assembly function

a assembly function for child care for children below the age of 4 or 24-hour care

b other assembly function 1 – – 4 – 6 – *

3 Detention function

a detention function for day and night 1 – – – 5 6 – *

b other detention function 1 – – 4 – 6 – *

4 Health care function

a health care function for bed-bound patients 1 – – – 5 6 – *

b other health care function 1 – – 4 – 6 – *

5 Industrial function 1 – – 4 – 6 – *

6 Office function 1 – – 4 – 6 – *

7 Temporary accommodation function

a temporary accommodation function with a useful area not exceeding

100 m2, not situated in a temporary accommodation building 1 – – – – – – *

b other temporary accommodation function 1 – – – 5 6 – *

8 Education function 1 – – 4 – 6 – *

9 Sports function 1 – – 4 – 6 – *

10 Retail function 1 – – 4 – 6 – *

11 Other functional unit

a other passenger transport function 1 – – 4 – 6 – *

b other functional unit for parking motor vehicles 1 – – 4 – 6 – *

c other functional unit – – – – – – – –

12 Structure not being a building – – – – – – 7 *

Reference time of collapse

Article 2.9

1. An ultimate limit state of a load-bearing structure of which collapse will render a smoke-free escape route unusable, is not exceeded during 30 minutes at the special combinations of actions that can occur in a fire, determined according to NEN 6702.

2. Without prejudice to the first paragraph, an ultimate limit state of a main load-bearing structure prescribed in table 2.9.1 is not exceeded during the period of time indicated in that table at the special combinations of actions that can occur in a fire according to NEN 6702.

Table 2.9.1

main load-bearing structure

fire resistance period with regard to collapse in minutes if no floor of a habitable space of the residential function is higher than 7 m above

ground level

60 if a floor of a habitable space of the residential function is higher than 7 m and not

higher than 13 m above ground level

90 if a floor of a habitable space of the residential function is higher than 13 m above

ground level

120

3. In deviation of the second paragraph, the period of time prescribed in table 2.9.1 is reduced by 30 minutes, if the permanent fire-load density according to NEN 6090 of the structure of which the main load-bearing structure is part, does not exceed 500 MJ/m2 and no floor of a habitable space is higher than 7 m above ground level.

4. Without prejudice to the first paragraph, an ultimate limit state of the main load-bearing structure of a functional unit of which a floor of a habitable space is higher than 5 m above ground level is not exceeded during 90 minutes at the special combinations of actions that can occur in a fire according to NEN 6702.

5. Without prejudice to the first paragraph, an ultimate limit state of a main load-bearing structure prescribed in table 2.9.2 is not exceeded during the period of time indicated in that table at the special combinations of actions that can occur in a fire according to NEN 6702.

Table 2.9.2

main load-bearing structure fire resistance period with regard to collapse in minutes if no floor of a habitable space of a functional unit is higher than 5 m above ground

level

60

if a floor of a habitable space of a functional unit is higher than 5 m and not higher

than 13 m above ground level

90

if a floor of a habitable space of a functional unit is higher than 13 m above ground

level

120

6. In deviation of the fourth and fifth paragraphs, the fire resistance period is reduced by 30 minutes, if the permanent fire-load density according to NEN 6090 of the structure of which the main load- bearing structure is part, does not exceed 500 MJ/m2.

7. Dependent on the intended use and layout of a structure, an ultimate limit state of a main load- bearing structure is not exceeded at the special combinations of actions that may occur in a fire determined according to NEN 6702, during such a period that in the event of fire the structure can be left and searched within a reasonable time without the risk of collapse of the main load-bearing structure.

Determination method

Article 2.10

The period during which an ultimate limit state of a load-bearing structure is not exceeded, as referred to in article 2.9, is determined according to:

a. NEN 6069. b. NEN 6071, c. NEN 6072 or d. NEN 6073.

§ 2.2.2 Existing structures Article 2.11

1. An existing structure has a load-bearing structure which is such that in the event of fire the structure can be left and searched during a certain period of time without the risk of collapse.

2. In so far as regulations for a functional unit are prescribed in table 2.11, for that functional unit the requirement of the first paragraph is complied with through application of those regulations.

Table 2.11

functional unit applicable paragraphs

peri od to coll aps e deter minati on meth od article 2.12 2.13 paragraph 1 2 3 4 5 * 1 Residential function

a residential function situated in a residential building 1 2 – – – *

b residential function of a caravan – – – – – –

c other residential function 1 2 – – – *

2 Assembly function 1 – 3 – – *

3 Detention function

a detention function for day and night 1 – – 4 – *

b other detention function 1 – 3 – – *

4 Health care function

a health care function for bed-bound patients 1 – – 4 – *

b other health care function 1 – 3 – – *

5 Industrial function 1 – 3 – – *

6 Office function 1 – 3 – – *

7 Temporary accommodation function

a temporary accommodation function with a useful area not exceeding 100 m2, not

situated in a temporary accommodation building

b other temporary accommodation function 1 – – 4 – *

8 Education function 1 – 3 – – *

9 Sports function 1 – 3 – – *

10 Retail function 1 – 3 – – *

11 Other functional unit

a other passenger transport function 1 – 3 – – *

b other functional unit – – – – – –

12 Structure not being a building – – – – 5 *

Article 2.12

1. An ultimate limit state of a load-bearing structure of which collapse will render a smoke-free escape route unusable, is not exceeded during 20 minutes at the special combinations of actions that can occur in a fire, determined according to NEN 6702 .

2. Without prejudice to the first paragraph, an ultimate limit state of a main load-bearing structure prescribed in table 2.12.1 is not exceeded during the period of time indicated in that table at the special combinations of actions that can occur in a fire according to NEN 6702.

Table 2.12.1

main load-bearing structure

fire resistance period with regard to collapse in minutes

if a floor of a habitable room of the residential function is higher than 7 m and not

higher than 13 m above ground level

30

if a floor of a habitable room of the residential function is higher than 13 m above

ground level 60

3. Without prejudice to the first paragraph, an ultimate limit state of a main load-bearing structure of a functional unit of which a floor of a habitable room is higher than 5 m above ground level, is not exceeded during 30 minutes at the special combinations of actions that can occur in a fire according to NEN 6702.

4. Without prejudice to the first paragraph, an ultimate limit state of a main load-bearing structure prescribed in table 2.12.2 is not exceeded during the period of time indicated in that table at the special combinations of actions that can occur in a fire according to NEN 6702.

Table 2.12.2

main load-bearing structure fire resistance period with regard to collapse in minutes

if a floor of a habitable room of the functional unit is higher than 5 m and not higher

than 13 m above ground level

30

if a floor of a habitable room of the functional unit is higher than 13 m above ground

level 60

5. Dependent on the intended use and layout of a structure, an ultimate limit state of a main load- bearing structure is not exceeded at the special combinations of actions that can occur in a fire determined according to NEN 6702, during such a period that in the event of fire the structure can be left and searched within a certain time without the risk of collapse of the main load-bearing structure. Article 2.13

The period during which an ultimate limit state of a load-bearing structure is not exceeded, as referred to in article 2.12, is determined according to NEN 6069.

Division 2.3 Floor guarding