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 1000 mm 500 mm 600 mm 300 mm 1000 mm 500 mm 600 mm 300 mm 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 50% by direct bearing and 50% through fastenings Fully by direct bearing 75% by direct bearing and 25% through fastenings Fully through fastenings 50% by direct bearing and 50% through fastenings Fully by direct bearing 75% by direct bearing and 25% through fastenings ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called Through type Double deck type Deck type Half through type Through type Double deck type Deck type Half through type ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The relation between intensity of wind pressure p and velocity of wind V is taken as pa V p a (1/V) paV”2 paV2 pa V p a (1/V) paV”2 paV2 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
Design of Steel Structure Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between 10° to 30° 90° 30° to 40° 40° to 70° 10° to 30° 90° 30° to 40° 40° to 70° ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS