Engineering Mechanics

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Chapter 15 : Equilibrium of Strings „„„„„ 337


Resolving the forces on CP vertically and horizontally,
T sin ψ = w s ...(i)
and T cos ψ = H ...(ii)
Dividing equation (i) by (ii),


tan
ws
H

ψ= ...(iii)
Now let us assume that the horizontal pull (H) at C to be equal to the weight of length c of the
string, such that H = w. c.
Now substituting this value of H in equation (iii),


tan
ws s
wc c

ψ== ...(iv)

or s= c tan ψ
This is the intrinsic equation of the catenary. It is thus obvious, that the shape of the cable
under its own weight, is catenary. The above equations may also be expressed in cartesian coordi-
nates.
From equation (iv), we find that
dy s
dx c


= ... tan

dy
dx

⎛⎞
⎜⎟ψ=
⎝⎠

Q


(^22)
2
dy s
dx c
⎛⎞
⎜⎟=
⎝⎠
...(Squaring both sides)
We know that
2
1
ds dy
dx dx
⎡⎤
=+⎢⎥
⎣⎦
2
(^12)
s
c
=+
(^22)
... 2
dy s
dx c
⎡⎤⎛⎞
⎢⎥⎜⎟=
⎢⎥⎣⎦⎝⎠
Q
∴ 2
(^12)
ds
dx
s
c




  • Integrating the above equation
    –1
    sinh 1
    s
    xc K
    c
    =+
    where K 1 is the constant of integration. We know that at C, x = 0 and c = 0. Therefore K 1 = 0. The
    above expression may now be written as :
    xcsinh–1s
    c


    ∴ sinh
    sx
    cc
    = ...(vi)
    or sinh
    dy x
    dx c
    = ...
    sdy
    cdx
    ⎛⎞
    ⎜⎟=
    ⎝⎠
    Q
    ∴ sinh
    x
    dy dx
    c


    Integrating the above equation,
    cosh 2
    x
    yc K
    c
    =+
    where K 2 is the constant of integration. We know that at C, x = 0 and c = 0. Therefore K 2 = 0. The above
    expression may now be written as :
    cosh
    x
    yc
    c



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