4.1.3.2.(4)ATTRIBUTION:
Functional Statement:
F20
To support and withstand expected loads and forces.
F22
To limit movement under expected loads and forces.
Objective:
OS2.1, OS2.4, OS2.5
APPLICATION:
Counteracting factored dead load to be used in the structural design of buildings and their structural elements so as to prevent overturning, uplift, sliding, or
failure due to stress reversal, and to determine anchorage requirements and
factored member resistances using the limit states method.
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.
INTENT:
To limit the probability that the counteracting factored
dead load used for the structural design of buildings and their structural
elements will not be adequate to resist overturning, uplift, sliding, and
failure due to stress reversal, and to determine anchorage requirements and
factored member resistances, which could lead to structural failure, which
could lead to harm to persons.
ATTRIBUTION:
Functional Statement:
F20
To support and withstand expected loads and forces.
F22
To limit movement under expected loads and forces.
Objective:
OP2.1, OP2.4, OP2.5
APPLICATION:
Counteracting factored dead load to be used in the structural design of buildings and their structural elements to determine anchorage requirements and factored
member resistances using the limit states method.
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.
INTENT:
To limit the probability that the counteracting factored
dead load used for the structural design of buildings and their structural
elements will not be adequate for the determination of anchorage requirements
and factored member resistances, which could lead to the excessive deformation
of, or excessive stress in, structural components, which could lead to damage
to the building.