A beam having equilateral triangle cross-section with base b is subjected to a shear force ‘F’. The value of shear stress at neutral axis is

1
\(\frac{8}{3}\frac{F}{{{b^2}}}\)
2
\(\frac{{\sqrt 3 \left( 6 \right)}}{7}\frac{F}{{{b^2}}}\)
3
\(\frac{{16}}{{3\sqrt 3 }}\frac{F}{{{b^2}}}\)
4
\(\frac{8}{{\sqrt 3 }}\frac{F}{{{b^2}}}\)
5
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