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 600 mm 300 mm 500 mm 1000 mm 600 mm 300 mm 500 mm 1000 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffeners are provided ati) the supportsii) the mid spaniii) the point of application of concentrated loads The correct answer is both (i) and (iii) (i), (ii) and (iii) both (i) and (ii) only (i) both (i) and (iii) (i), (ii) and (iii) both (i) and (ii) only (i) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the bolts are subjected to reversal of stresses, the most suitable type of bolt is ordinary unfinished bolt turned and fitted bolt black bolt high strength bolt ordinary unfinished bolt turned and fitted bolt black bolt high strength bolt ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected) 121 161 101 6t 121 161 101 6t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The range of economical spacing of trusses varies from L/3 to L/5 L/3 to L/2 2L/5 to 3L/5 where L is span L/4to2L/5 L/3 to L/5 L/3 to L/2 2L/5 to 3L/5 where L is span L/4to2L/5 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Horizontal stiffener in a plate girder is provided to safeguard against shear buckling of web plate yielding All of these compression buckling of web plate shear buckling of web plate yielding All of these compression buckling of web plate ANSWER DOWNLOAD EXAMIANS APP
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