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 300 mm 500 mm 600 mm 1000 mm 300 mm 500 mm 600 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using vertical intermediate stiffener bearing stiffener horizontal stiffener at neutral axis None of these vertical intermediate stiffener bearing stiffener horizontal stiffener at neutral axis None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is only (ii) only (i) None of these both (i) and (ii) only (ii) only (i) None of these both (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is 6 mm 9 mm 7 mm 8 mm 6 mm 9 mm 7 mm 8 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lug angles are unequal angles. increases shear lag. are used to reduce the length of connection. All listed here are unequal angles. increases shear lag. are used to reduce the length of connection. All listed here ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is 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 Unpredictable ANSWER DOWNLOAD EXAMIANS APP
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