Design of Steel Structure Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles) d/4 d/2 d/3 2d/3 d/4 d/2 d/3 2d/3 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lacing bars in a steel column should be designed to resist Both (A) and (B) 2.5% of the column load Bending moment due to 2.5% of the column load Shear force due to 2.5% of the column load Both (A) and (B) 2.5% of the column load Bending moment due to 2.5% of the column load Shear force due to 2.5% of the column load ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The heaviest I-section for same depth is ISHB ISMB ISWB ISLB ISHB ISMB ISWB ISLB ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure compression force in two end posts The pin of a rocker bearing in a bridge is designed for bending and shear bearing and bending bearing and shear bearing, shear and bending bending and shear bearing and bending bearing and shear bearing, shear and bending ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to Horizontal shear only C. Both (A) and (B) None of these Vertical load only Horizontal shear only C. Both (A) and (B) None of these Vertical load only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using vertical intermediate stiffener bearing stiffener None of these horizontal stiffener at neutral axis vertical intermediate stiffener bearing stiffener None of these horizontal stiffener at neutral axis ANSWER DOWNLOAD EXAMIANS APP
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