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 The effective length of a fillet weld should not be less than Weld size Four times the weld size Six times the weld size Two times the weld size Weld size Four times the weld size Six times the weld size Two times the weld size ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lug angles All listed here increases shear lag. are unequal angles. are used to reduce the length of connection. All listed here increases shear lag. are unequal angles. are used to reduce the length of connection. ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The actual thickness of butt weld as compared to the thickness of plate is usually None of these less more equal None of these less more equal ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is Unpredictable More than the load factor in determinate structures Equal to load factor in determinate structures Less than the load factor in determinate structures Unpredictable More than the load factor in determinate structures Equal to load factor in determinate structures Less than the load factor in determinate structures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part) equal to d less than d Any of these more than d equal to d less than d Any of these more than d ANSWER DOWNLOAD EXAMIANS APP
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