Question: Why Q ( y ) at top is zero? Why transverse shear stress at top is zero? ( use answer of Q 1 ) Why

Why Q(y) at top is zero?
Why transverse shear stress at top is zero? (use answer of Q1)
Why Q(y) at bottom is zero?
Why transverse shear stress at bottom is zero? (use answer of Q3)
Why
Why Q ( y ) at top is zero? Why transverse shear

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