To support and withstand expected loads and forces.

Method for calculating the net specified pressure
due to wind on part or all of a surface of a *building* using the specified external wind pressures or suctions determined in Sentence
4.1.7.1.(1) and
the specified internal pressures or suctions due to wind on interior surfaces
of *buildings* calculated using the formula provided.

This applies to *buildings* described in Sentence
1.3.3.2.(1) of Division A and to *buildings* to which Part 9 applies [see Sentence
1.3.3.3.(1) of Division A for application
of Part 9] that are required to be designed in accordance with the requirements
of Part 4.

To limit the probability that the calculation of net wind
pressure on a building surface will not take into account how external and
internal pressures or suctions on building surfaces act to produce forces
in structural elements, which could lead to structural failure, which could
lead to harm to persons.

To limit the probability that the calculation of specified
wind pressures or suctions on interior surfaces of buildings will not take
into account all the factors that affect the expected maximum magnitude and
distribution of wind pressures or suctions on interior surfaces of buildings,
which could lead to structural failure, which could lead to harm to persons.

To limit the probability that the calculation of wind load
used for the design will not take into account the level of reliability appropriate
for the use and occupancy, which could lead to structural failure, which could
lead to harm to persons.

To support and withstand expected loads and forces.

To limit movement under expected loads and forces.

Method for calculating the net specified pressure
due to wind on part or all of a surface of a *building* using the specified external wind pressures or suctions determined in Sentence
4.1.7.1.(1) and
the specified internal pressures or suctions due to wind on interior surfaces
of *buildings* calculated using the formula provided.

This applies to *buildings* described in Sentence
1.3.3.2.(1) of Division A and to *buildings* to which Part 9 applies [see Sentence
1.3.3.3.(1) of Division A for application
of Part 9] that are required to be designed in accordance with the requirements
of Part 4.

To limit the probability that the calculation of net wind
pressure on a building surface will not take into account how external and
internal pressures or suctions on building surfaces act to produce forces
in structural elements, which could lead to:

- the excessive deformation of, or excessive stress in, structural elements, which could lead to damage to the building, or
- the excessive deflection of structural elements, which could impede the intended use and occupancy of the building.

To limit the probability that the calculation of specified
wind pressures or suctions on interior surfaces of buildings will not take
into account all the factors that affect the expected maximum magnitude and
distribution of wind pressures or suctions on interior surfaces of buildings,
which could lead to:

- the excessive deformation of, or excessive stress in, structural elements, which could lead to damage to the building, or
- the excessive deflection of structural elements, which could impede the intended use and occupancy of the building.

To limit the probability that the calculation of wind load
used for the design of cladding and structural elements for deflection will
not take into account the level of reliability appropriate for deflection
serviceability, which could lead to:

- the excessive deformation of, or excessive stress in, structural elements, which could lead to damage to the building, or
- the excessive deflection of structural elements, which could impede the intended use and occupancy of the building.

To limit movement under expected loads and forces.

Method for calculating the net specified pressure
due to wind on part or all of a surface of a *building* using the specified external wind pressures or suctions determined in Sentence
4.1.7.1.(1) and
the specified internal pressures or suctions due to wind on interior surfaces
of *buildings* calculated using the formula provided.

This applies to *buildings* described in Sentence
1.3.3.2.(1) of Division A and to *buildings* to which Part 9 applies [see Sentence
1.3.3.3.(1) of Division A for application
of Part 9] that are required to be designed in accordance with the requirements
of Part 4.

To limit the probability that the calculation of net wind
pressure on a building surface will not take into account how external and
internal pressures or suctions on building surfaces act to produce forces
in structural elements, which could lead to the excessive vibration or excessive
deflection of structural elements, which could lead to negative effects on
the psychological well-being of persons.

To limit the probability that the calculation of specified
wind pressures or suctions on interior surfaces of buildings will not take
into account all the factors that affect the expected maximum magnitude and
distribution of wind pressures or suctions on interior surfaces of buildings,
which could lead to the excessive vibration and excessive deflection of structural
elements, which could lead to negative effects on the psychological well-being
of persons.

To limit the probability that the calculation of wind load
used for the design of the building structure for vibration will not take
into account the level of reliability appropriate for vibration serviceability,
which could lead to the excessive vibration of the building, which could lead
to negative effects on the psychological well-being of persons.