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 600 mm 1000 mm 500 mm 300 mm 600 mm 1000 mm 500 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The range of economical spacing of trusses varies from 2L/5 to 3L/5 where L is span L/3 to L/2 L/3 to L/5 L/4to2L/5 2L/5 to 3L/5 where L is span L/3 to L/2 L/3 to L/5 L/4to2L/5 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ? tension failure of the plate shear failure of the plate shear failure of the rivet crushing failure of the rivet tension failure of the plate shear failure of the plate shear failure of the rivet crushing failure of the rivet ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Horizontal stiffener in a plate girder is provided to safeguard against compression buckling of web plate yielding All of these shear buckling of web plate compression buckling of web plate yielding All of these shear buckling of web plate ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following conditions is to be satisfied both in elastic and plastic analysis ? equilibrium condition mechanism condition plastic moment condition yield condition equilibrium condition mechanism condition plastic moment condition yield condition 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) less than d equal to d more than d Any of these less than d equal to d more than d Any of these ANSWER DOWNLOAD EXAMIANS APP
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