Strength of materials by s k mondal pdf

Page 128

Chapter-4

Bending Moment and Shear Force Diagram

S K Mondal’s

Sagging If the bending moment of

If the bending moment of

A bending moment causing

the left hand of the section

the right hand of the

concavity upwards will be

XX is clockwise then it is a

section

positive bending moment.

clockwise then it is a

called as sagging bending

positive bending moment.

moment.

XX

is

anti-

taken

as

‘positive’

and

Negative Bending Moment

Hogging If the bending moment of

A bending moment causing

the

the right hand of the

convexity upwards will be

anti-

section XX is clockwise

taken as ‘negative’ and called

positive

as hogging bending moment.

If the bending moment of the

left

section

hand XX

is

of

clockwise then it is a

then

positive bending moment.

bending moment.

it

is

a

Way to remember sign convention

x

Remember in the Cantilever beam both Shear force and BM are negative (–ive).

4.3 Relation between S.F (Vx), B.M. (Mx) & Load (w) x

dVx = -w (load) The value of the distributed load at any point in the beam is dx equal to the slope of the shear force curve. (Note that the sign of this rule may change depending on the sign convention used for the external distributed load).

x

dM x = Vx The value of the shear force at any point in the beam is equal to the slope dx of the bending moment curve.

Page 128 of 429


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