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 600 mm 1000 mm 500 mm 300 mm 600 mm 1000 mm 500 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The least dimension in case of a circular column of diameter D is taken as 0.78 D 0.68 D 0.88 D 0.5 D 0.78 D 0.68 D 0.88 D 0.5 D ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between 30° to 40° 90° 10° to 30° 40° to 70° 30° to 40° 90° 10° to 30° 40° to 70° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using None of these vertical intermediate stiffener bearing stiffener horizontal stiffener at neutral axis None of these vertical intermediate stiffener bearing stiffener horizontal stiffener at neutral axis ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a battened column is increased by 5% 20% 15% 10% 5% 20% 15% 10% ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Horizontal stiffener in a plate girder is provided to safeguard against compression buckling of web plate All of these shear buckling of web plate yielding compression buckling of web plate All of these shear buckling of web plate yielding ANSWER DOWNLOAD EXAMIANS APP
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