Structures (building, bridges, towers etc.,) and their parts are usually subjected
to different types of loads such as dead loads, live loads, wind loads, seismic
loads, impact loads, etc. The structural elements such as walls, columns,
beams, floors, roofs etc. are made up different kinds of materials like steel,
reinforced cement concrete, wood, stone, masonry etc. The sizes and shapes of
these elements are to be properly designed so that
i. The elements have the
required strength to resist the applied loads (safety)
ii. The structure and its
elemens are stable under the action of external loads (Stability)
iii. The deformations of elements
are within the permissible limits (serviceability)
iv. The quantities of materials
used are as less as possible (economy)
Hence for a good design, a thorough knowledge of physical and engineering
properties of all materials used is essential for the designer.
The structural design generally
consists of two major steps namely analysis and design. In the process of
analysis the most probable loads on the structure are first assessed and the
actions such as axial loads, shear force, bending moments, twisting moments
etc. developed in the elements are determined. These actions, in turn, develop
different type of stresses in the members. In the process of design, suitable
sizes are determined for the various members such that stresses developed in
them do not exceed the corresponding permissible stresses prescribed for the
materials used. This is necessary for the safety of the structure.
It should be also seen that the deformations such as elongation,
contraction, deflection, twist etc. do not exceed the maximum permitted values
for better serviceability conditions. Anyone of the following two methods is
used for designing the structural elements:
- Finding the exact dimensions required for the member directly from the actions and permissible stresses.
- Choosing a trial section for the member, determining the actual stresses developed and checking them with the permissible stress values.
Simple members made up of single material may be designed directly by the
first method, whereas complex members made up of two or more types of materials
and members subjected to combination of different types of stresses are designed
by the second method.
Hence, in the analysis and design processes, one should be able to
determine the actions at various sections of the elements due to the applied
loads and also the stresses and deformations developed in the members due to
these actions.
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