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) 125 t3/h2 75 t2/h 125 t2/h 175 t2/h 125 t3/h2 75 t2/h 125 t2/h 175 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The ratio of plastic section modulus to elastic section modulus can be less than 1 is always less than 1 is always greater than 1 is equal to 1 can be less than 1 is always less than 1 is always greater than 1 is equal to 1 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In a gusseted base, when the end of the column is machined for complete bearing on the base plate, then the axial load is assumed to be transferred to base plate Fully through fastenings 75% by direct bearing and 25% through fastenings Fully by direct bearing 50% by direct bearing and 50% through fastenings Fully through fastenings 75% by direct bearing and 25% through fastenings Fully by direct bearing 50% by direct bearing and 50% through fastenings ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ? shear failure of the plate crushing failure of the rivet shear failure of the rivet tension failure of the plate shear failure of the plate crushing failure of the rivet shear failure of the rivet tension failure of the plate 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 1.4 2 1.8 1 1.4 2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to C. Both (A) and (B) None of these Horizontal shear only Vertical load only C. Both (A) and (B) None of these Horizontal shear only Vertical load only ANSWER DOWNLOAD EXAMIANS APP
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