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SHEAR FORCE AND BENDING MOMENT IN
BEAMS
BY
ENGR. (MRS) ADEBIYI A.Y
CVE 211
INTRODUCTION
 Beam is a structural member (Bar) resting on supports to carry vertical
loads. Generally, beams are placed horizontally. Whenever a horizontal
beam is loaded with vertical loads, sometimes it bends (i.e it deflects) due to
the action of the load.
 The bending however, is a function of
i. The amount and type of loads
ii. The type of beam
iii. The length of the beam
iv. The elasticity of the beam
The scientific way of studying the deflection or any other effect is to analyze
and draw the SHEAR FORCE and BENDING MOMENT DIAGRAMS of the
beam.
CLASSIFICATION OF BEAMS
I. Cantilever Beam: A beam
having its one end fixed or
built-in and the other end
free.
II. Simply Supported Beam: A
beam having its ends freely
resting on support.
III. Overhanging Beam: A beam
having one or both ends
extended over the supports.
IV. Rigidly Fixed or Built-in
Beam: A beam having its both
ends rigidly fixed or built-in to
the supporting walls or
columns.
V. Propped Beam: A beam
having a support at a suitable
point of a cantilever beam in
other to resist the deflection of
the beam.
VI. Continuous Beam: A beam
which rest on more than two
supports
Propped Beam
Cantilever
Overhanging
Fixed end
TYPE OF LOADS ON BEAMS ON BEAMS
I. Concentrated Load/ Point Load:
These loads are usually considered
to be acting at a point and are
denoted by Newton(N) or Kilo-
Newton(kN)
II. Uniformly Distributed
Load(UDL): It’s a type of load
which spread uniformly over the
entire length of the beam so that
each unit of length is loaded with
the same amount of load
III. Gradually Varying Load / Varying
Distributed Load(VDL): It’s a type
of load which spread uniformly
varying along the length of the
beam
TYPE OF SUPPORTS
There are three types of support
I. Roller Support: The roller supports has
only one reaction. It is unable to resists
the lateral loads. It resist only vertical
loads. The best example of roller support
is the roller skates. The roller skates
resist the vertical loads of the persons
standing on it.
I. Hinge Support: The pinned support has
two support reactions and these are
vertical and horizontal reactions. It allows
the structural member to rotate. The
pinned support is also known as hinge
support.
I. Fixed Support It is a support which is
capable of resisting all types of loads i.e.
horizontal, vertical as well as moments.
The fixed support is also called as rigid
support.
R=1
R=2
R=3
SHEAR FORCE AND BENDING MOMENT
Shear force (SF) : Shear force at the crossection of a beam may be defined as the algebraic
sum of all the forces taken either to the left or right side of the section.
Bending Moment (BM): Bending moment at any section of a beam may be defined as the
algebraic sum of all the moment of forces taken either to the left or right side of the section.
NOTE:An exception to this is a cantilever beam. Its calculation usually starts from the
free end
Sign Convention
Shear Force: Due to the shear force, one portion of the beam slide upward or downward with
respect to one another.
Bending Moment: The sign convention for bending moment can either be sagging (+ve
moment ) or hogging (-ve moment)
EQUATIONS OF EQUILIBRUM
SHEAR FORCE AND BENDING MOMENT DIAGRAMS
FOR VARIOUS BEAMS
CVE 211- Shear force and bending moments in beams intro..pdf

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CVE 211- Shear force and bending moments in beams intro..pdf

  • 1. SHEAR FORCE AND BENDING MOMENT IN BEAMS BY ENGR. (MRS) ADEBIYI A.Y CVE 211
  • 2. INTRODUCTION  Beam is a structural member (Bar) resting on supports to carry vertical loads. Generally, beams are placed horizontally. Whenever a horizontal beam is loaded with vertical loads, sometimes it bends (i.e it deflects) due to the action of the load.  The bending however, is a function of i. The amount and type of loads ii. The type of beam iii. The length of the beam iv. The elasticity of the beam The scientific way of studying the deflection or any other effect is to analyze and draw the SHEAR FORCE and BENDING MOMENT DIAGRAMS of the beam.
  • 3. CLASSIFICATION OF BEAMS I. Cantilever Beam: A beam having its one end fixed or built-in and the other end free. II. Simply Supported Beam: A beam having its ends freely resting on support. III. Overhanging Beam: A beam having one or both ends extended over the supports. IV. Rigidly Fixed or Built-in Beam: A beam having its both ends rigidly fixed or built-in to the supporting walls or columns. V. Propped Beam: A beam having a support at a suitable point of a cantilever beam in other to resist the deflection of the beam. VI. Continuous Beam: A beam which rest on more than two supports Propped Beam Cantilever Overhanging Fixed end
  • 4. TYPE OF LOADS ON BEAMS ON BEAMS I. Concentrated Load/ Point Load: These loads are usually considered to be acting at a point and are denoted by Newton(N) or Kilo- Newton(kN) II. Uniformly Distributed Load(UDL): It’s a type of load which spread uniformly over the entire length of the beam so that each unit of length is loaded with the same amount of load III. Gradually Varying Load / Varying Distributed Load(VDL): It’s a type of load which spread uniformly varying along the length of the beam
  • 5. TYPE OF SUPPORTS There are three types of support I. Roller Support: The roller supports has only one reaction. It is unable to resists the lateral loads. It resist only vertical loads. The best example of roller support is the roller skates. The roller skates resist the vertical loads of the persons standing on it. I. Hinge Support: The pinned support has two support reactions and these are vertical and horizontal reactions. It allows the structural member to rotate. The pinned support is also known as hinge support. I. Fixed Support It is a support which is capable of resisting all types of loads i.e. horizontal, vertical as well as moments. The fixed support is also called as rigid support. R=1 R=2 R=3
  • 6. SHEAR FORCE AND BENDING MOMENT Shear force (SF) : Shear force at the crossection of a beam may be defined as the algebraic sum of all the forces taken either to the left or right side of the section. Bending Moment (BM): Bending moment at any section of a beam may be defined as the algebraic sum of all the moment of forces taken either to the left or right side of the section. NOTE:An exception to this is a cantilever beam. Its calculation usually starts from the free end Sign Convention Shear Force: Due to the shear force, one portion of the beam slide upward or downward with respect to one another. Bending Moment: The sign convention for bending moment can either be sagging (+ve moment ) or hogging (-ve moment)
  • 8. SHEAR FORCE AND BENDING MOMENT DIAGRAMS FOR VARIOUS BEAMS