To support and withstand expected loads and
forces.
Objective:
OS2.1
APPLICATION:
Determination of the design values of elastic storey shears, storey forces, member forces and deflections whose values are obtained from a Linear Dynamic Analysis,
to be used in the design of buildings for earthquake.
To limit the probability that the elastic storey shears,
storey forces, member forces and deflections resulting from a Linear Dynamic
Analysis will be proportioned in accordance with the design base shear, 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
APPLICATION:
Determination of the design values of elastic storey shears, storey forces, member forces and deflections whose values are obtained from a Linear Dynamic Analysis,
to be used in the design of buildings for earthquake.
To limit the probability that the elastic storey shears,
storey forces, member forces and deflections resulting from a Linear Dynamic
Analysis will be proportioned in accordance with the design base shear, which
could lead to:
the excessive deformation of, or excessive stress in, the structural
elements, which could lead to damage to the building, or
the excessive deformation of, or excessive stress in, the building
structure, which could lead to damage to the building, which could impede
the intended use and occupancy of the building.