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 If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as 161 mm 163 mm 162 mm 160 mm 161 mm 163 mm 162 mm 160 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum spacing of vertical stiffeners is (where d is the distance between flange angles) 1.33 d 1.25 d 1.75 d 1.5 d 1.33 d 1.25 d 1.75 d 1.5 d ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness) increase in h/t ratio decrease in h/t ratio decrease in thickness increase in height increase in h/t ratio decrease in h/t ratio decrease in thickness increase in height ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is Unpredictable Less than the load factor in determinate structures More than the load factor in determinate structures Equal to load factor in determinate structures Unpredictable Less than the load factor in determinate structures More than the load factor in determinate structures Equal to load factor in determinate structures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a fillet weld should not be less than Six times the weld size Four times the weld size Weld size Two times the weld size Six times the weld size Four times the weld size Weld size Two times the weld size ANSWER DOWNLOAD EXAMIANS APP