Structural loads or actions are forces, deformations, or accelerations applied
to a structure or its components.
Loads cause stresses, deformations, and displacements in structures. Assessment of their
effects is carried out by the methods of structural
analysis. Excess load or overloading may cause structural failure, and hence such
possibility should be either considered in the design or strictly controlled.
TYPE OD LOADS
Dead loads are static forces that are relatively
constant for an extended time. They can be in tension or compression. The term
can refer to a laboratory test method or to the normal usage of a material or
structure.
Live loads are
usually unstable or moving loads.
These dynamic loads may involve considerations such as impact, momentum, vibration, slosh dynamics of fluids, etc. An impact load is one
whose time of application on a material is less than one-third of the natural
frequency of vibration of that material.
Cyclic loads on a
structure can lead to fatigue damage, cumulative damage, or failure.
These loads can be repeated loadings on a structure or can be due to vibration.
LOAD COMBINATIONS
A load combination results when
more than one load type acts on the structure. Design codes usually specify a
variety of load combinations together with Load
factors (weightings) for each
load type in order to ensure the safety of the structure under different
maximum expected loading scenarios. For example, in designing a staircase, a
dead load factor may be 1.2 times the weight of the structure, and a live load
factor may be 1.6 times the maximum expected live load. These two "factored
loads" are combined (added) to determine the "required strength"
of the staircase.
The reason for the disparity between factors for dead load and
live load, and thus the reason the loads are initially categorized as dead or
live is because while it is not unreasonable to expect a large number of people
ascending the staircase at once, it is less likely that the structure will
experience much change in its permanent load.
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