Design of Steel Structure The shape factor of an isosceles triangle for bending about the axis parallel to the base is: 1.0 2.01 2.34 2.33 1.0 2.01 2.34 2.33 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm h = the outstand of stiffener in mm) 75 t2/h 125 t2/h 175 t2/h 125 t2/h 75 t2/h 125 t2/h 175 t2/h 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration? equal angles back to back unqual legged angles with long legs back to back both (b) or (c) unequal legged angles with short legs back to back equal angles back to back unqual legged angles with long legs back to back both (b) or (c) unequal legged angles with short legs back to back ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is 1.8 1.4 2 1 1.8 1.4 2 1 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness) decrease in thickness decrease in h/t ratio increase in h/t ratio increase in height decrease in thickness decrease in h/t ratio increase in h/t ratio increase in height ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method and the statical method give lower and upper bounds respectively on the strength of structure upper and lower bounds respectively on the strength of structure upper bound on the strength of structure lower bound on the strength of structure lower and upper bounds respectively on the strength of structure upper and lower bounds respectively on the strength of structure upper bound on the strength of structure lower bound on the strength of structure ANSWER DOWNLOAD EXAMIANS APP
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