If V denotes the shear force acting at a particular section along the span of a beam having a rectangular cross-section of width b and depth h, then the shear stress at the neutral axis is :
A0
B(3V)/(2BH)
C(3V)/(4BH)
D(V)/(BH)
A0
B(3V)/(2BH)
C(3V)/(4BH)
D(V)/(BH)
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