Types of Beams and Support Reactions
Transcript of Types of Beams and Support Reactions
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UNITI Basic Concepts of Engineering Mechanics
Lecture 6: Typesof members and supports and support reactions.
Beams
A beam is generally considered to be any member subjected to principally to
transverse gravity or vertical loading.
The term transverse loading is taken to include end moments.
There are many types of beams that are classified according to their size,
manner in which they are supported, and their location in any given structural
system.
Types of Beams Beams are generally classified according to their geometry and the manner in which
they are supported
Geometrical classification includes such features as the shape of the cross-section,
whether the beam is
Straight or
Curved
Or whether the beam is
Tapered, or
Has a constant cross section
Beams can also be classified according to the manner in which they are supported.
Figure 6.1 Types of Beams Based on the
Manner in Which They are Supported.
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Fig 8.2 Simply Supported Beams in Buildings
Fig 8.3 Continuous Beams in Cable Stayed Bridge
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Beams used in Buildings and Bridges
Girders
Usually the most important beams, which are frequently at wide spacing.
JoistUsually less important beams, which are closely spaced, frequently
with truss-type webs.
Stringers
Longitudinal bridge beams spanning between floor beams.
Purlins
Roof beams spanning between trusses.
Girts
Horizontal wall beams serving principally to resist bending due to wind
on the side of an industrial building.
Lintels
Members supporting a wall over window or door openings.
Loading on Beams
Fig 8.4 Loading on beams, (a) axial (b) moment (c) concentrated and uniformly distributed
with moment
Beam can be subjected to concentratedloads or
distributedloads or combination of both.
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Supports and Support Reactions:
The three common types o f connections which join a built structure to its foundation
are- roller, p innedandfixed. A fourth type, not often found in building structures, is known
as a simple support. This is often idealized as a frictionless surface). All of these supports
can be located anywhere along a structural element. They are found at the ends, at
midpoints, or at any other intermediate points. The type of support connection determines
the type of load that the support can resist. The support type also has a great effect on the
load bearing capacity of each element, and therefore the system.
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If a support prevents translation or rotationof a body in a given direction, a force is developed on
the body in that direction.
ROLLER SUPPORTS
Roller supports are free to rotate and translate along the surface upon which the roller rests.
The surface can be horizontal, vertical, or sloped at any angle. The resulting reaction force is
always a single force that is perpendicular to, and away from, the surface. Roller supports are
commonly located at one end of long bridges. This allows the bridge structure to expand andcontract with temperature changes. The expansion forces could fracture the supports at the
banks if the bridge structure was locked in place. Rollersupports can also take the form of
rubber bearing, rockers or a set of gears which are designed to allow a limited amount of
lateral movements.
PINNED SUPPORTS
A pinned support can resist both vertical and horizontal forces but not a moment.
They will allow the structural member to rotate, but not to translate in any direction. Many
connections are assumed to be pinned connections even though they might resist a smallamount of moment in reality. It is also true that a pinned connection could allow rotation in
only one direction; providing resistance to rotation in any other direction. The representation
of a pinned support includes both horizontal and vertical forces.
FIXED SUPPORTS
Fixed supports can resist vertical and horizontal forces as well as a moment. Since they
restrain both rotation and translation, they are also known as rigid supports. This means that
a structure only needs one fixed support in order to be stable. All three equations of
equilibrium can be satisfied. The representation of fixed supports always includes two forces(horizontal and vertical) and a moment.
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SIMPLE SUPPORTS
Simple supports are idealized by some to be frictionless surface supports. This is correct in as
much as the resulting reaction is always a single force that is perpendicular to, and away
from, the surface. They are also similar to roller supports in this. They are dissimilar in that
a simple support cannot resist lateral loads of any magnitude. The built reality often depends
upon gravity and frict ion to develop a minimum amount o f frictional resistance to
moderate lateral loading.
Problem 6.1
Find the reaction at the supports of the following beam as shown in figure.
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Problem 6.2
Determine the horizontal and vertical component of reactions at the fixed supports. Neglect
the thickness of the beam.
Solution:
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Problem 6.3
Determine the horizontal and vertical components of reactions of member AB, caused by a
roller at A and a pin at B.
Solution:
Free Body Diagram