SLOPE
AND
DEFLECTION
SLOPE :
• Slope at any section in a deflected beam
is defined as the angle measured
between the tangent to the elastic curve
and original (horizontal) axis of the
beam.
Tangent at B
W
L
A
ymax7
max
B'
B
2
w
2
ymax7
max max
C
W
A B
w
L
L
2
• It is denoted by  or i.
• It is generally measured in
radians or degrees.
 Note : 1° = p / 180 rad
Elastic Curve
DEFLECTION :
• Deflection of a point on the axis of the beam is defined as the vertical
distance between its positions before & after loading (bending).
• It is denoted by y or d or D.
• It is generally measured in mm.
Radius of curvature :
• It is the radius of arc into which the beam has been bent.
Flexural Rigidity :
• The product of modulus of elasticity and moment of inertia is
known as flexural rigidity.
• Flexural rigidity = E.I N-mm
2

Slope and deflection

  • 2.
  • 3.
    SLOPE : • Slopeat any section in a deflected beam is defined as the angle measured between the tangent to the elastic curve and original (horizontal) axis of the beam. Tangent at B W L A ymax7 max B' B 2 w 2 ymax7 max max C W A B w L L 2 • It is denoted by  or i. • It is generally measured in radians or degrees.  Note : 1° = p / 180 rad Elastic Curve
  • 4.
    DEFLECTION : • Deflectionof a point on the axis of the beam is defined as the vertical distance between its positions before & after loading (bending). • It is denoted by y or d or D. • It is generally measured in mm. Radius of curvature : • It is the radius of arc into which the beam has been bent. Flexural Rigidity : • The product of modulus of elasticity and moment of inertia is known as flexural rigidity. • Flexural rigidity = E.I N-mm 2