Solution to Problem 573 | Horizontal Shearing Stress


A D V E R T I S E M E N T


Problem 573

The cross-section of a beam is an isosceles triangle with vertex uppermost, of altitude h and base b. If V is the vertical shear, show that the maximum shearing stress is 3V / bh located at the midpoint of the altitude.

 

Solution 573

f_v = \dfrac{VQ}{Ib}

 

Location of maximum horizontal shear of triangular beam

 

Where
Q = \frac{1}{2}xy \, [ \, \frac{2}{3}(h – y) \, ] = \frac{1}{3}xy \, (h – y)
I = \frac{1}{36}bh^3
b = x

 

Thus,
f_v = \dfrac{V \, [ \,\frac{1}{3}xy \, (h – y) \, ]}{(\frac{1}{36}bh^3)(x)}

f_v = \dfrac{12Vy(h - y)}{bh^3}

f_v = \dfrac{12V}{bh^3}(hy - y^2)

\dfrac{df_v}{dy} = \dfrac{12V}{bh^3}(h - 2y) = 0

h = 2y
y = \frac{1}{2} h

 

Maximum shearing stress occurs at the mid-height of the altitude, h
(\,f_v\,)_{max} = \dfrac{12V}{bh^3} [ \, h(\frac{1}{2} h) - (\frac{1}{2} h)^2 \, ]

(\,f_v\,)_{max} = \dfrac{12V}{bh^3} [ \, \frac{1}{2}h^2 - \frac{1}{4}h^2 \, ]

(\,f_v\,)_{max} = \dfrac{12V}{bh^3} (\frac{1}{4}h^2)

(\,f_v\,)_{max} = \dfrac{3V}{bh} \,\,            answer

 




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