Design of Steel Structure Shear buckling of web in a plate girder is prevented by using vertical intermediate stiffener horizontal stiffener at neutral axis bearing stiffener None of these vertical intermediate stiffener horizontal stiffener at neutral axis bearing stiffener None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a compression member carrying both dead and superimposed load is 200 150 180 190 200 150 180 190 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ? crushing failure of the rivet shear failure of the plate shear failure of the rivet tension failure of the plate crushing failure of the rivet shear failure of the plate shear failure of the rivet tension failure of the plate ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The shape factor of an isosceles triangle for bending about the axis parallel to the base is: 2.33 2.01 2.34 1.0 2.33 2.01 2.34 1.0 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 300 mm 1000 mm 500 mm 600 mm 300 mm 1000 mm 500 mm 600 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by increasing the length of the bearing plates None of these providing suitable stiffeners increasing the web thickness increasing the length of the bearing plates None of these providing suitable stiffeners increasing the web thickness ANSWER DOWNLOAD EXAMIANS APP
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