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 500 mm 300 mm 1000 mm 600 mm 500 mm 300 mm 1000 mm 600 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method and the statical method give lower bound on the strength of structure upper and lower bounds respectively on the strength of structure lower and upper bounds respectively on the strength of structure upper bound on the strength of structure lower bound on the strength of structure upper and lower bounds respectively on the strength of structure lower and upper bounds respectively on the strength of structure upper bound on the strength of structure ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For rivets in tension with counter-sunk heads, the tensile value shall be reduced by 25 % increased by 33.3 % reduced by 33.3% increased by 25 % reduced by 25 % increased by 33.3 % reduced by 33.3% increased by 25 % 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) None of these only (i) both (i) and (ii) only (ii) None of these only (i) both (i) and (ii) 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
Design of Steel Structure In case of timber structures, the form factor for solid circular cross-section is taken as 1.414 1.81 1.67 1.18 1.414 1.81 1.67 1.18 ANSWER DOWNLOAD EXAMIANS APP
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