Correct Answer - Option 3 : 2800 m
m2
Concept:
Tensile strength of plates is given by
\({T_{nd}} = 0.9{A_n}\frac{{{f_u}}}{{{γ _{m1}}}}\) where,
fu = ultimate stress of a plate
An = Net sectional area of plate
γm1 = partial safety factor for material strength governed by ultimate strength = 1.25
Net sectional area of plate is given by
\({A_n} = \left[ {B - n{d_h} + \sum\limits_{i = 1}^m {\frac{{{p^2}_i}}{{4{g_i}}}} } \right]t\)
where, p = pitch of the bolt and g = gauge of the bolt
Calculation:
Given,
Plates are in tension
Steel plates Width, B = 300 mm and thickness, t = 10 mm
Bolt hole diameter, dh = 20 mm
Here since single bolt, p = 0 and g = 0
Net section area of plate, An = (B - ndh) × t
An = (300 - 1 × 20) × 10 = 2800 mm2