Correct Answer - Option 2 : 0.6
Concept: -
As per IS 800:2007, cl. 8.2.1.2,
The design bending strength of laterally supported beam can be calculated for low shear case when the shear force in the member is 0.6 times that of design shear strength Vd of the member.
Thus,
Design bending strength given by,
\({M_d} = {\beta _b}{Z_p}\frac{{{f_y}}}{{{\gamma _{mo}}}}\;\)
Here,
\({\beta _b} = \left\{ {\begin{array}{*{20}{c}}
{1.0,\;for\;plastic\;and\;compact\;section}\\
{\frac{{{Z_e}}}{{{Z_p}}},\;for\;semi - compact\;sections}
\end{array}} \right\}\)
fy = Yield stress of the material
γmo = partial factor of safety
Z
e and Z
p = elastic and plastic section moduli of the cross-section respectively.