Design of Steel Structure Shear buckling of web in a plate girder is prevented by using horizontal stiffener at neutral axis bearing stiffener None of these vertical intermediate stiffener horizontal stiffener at neutral axis bearing stiffener None of these vertical intermediate stiffener ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the bolts are subjected to reversal of stresses, the most suitable type of bolt is high strength bolt turned and fitted bolt ordinary unfinished bolt black bolt high strength bolt turned and fitted bolt ordinary unfinished bolt black bolt ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness) increase in h/t ratio decrease in h/t ratio decrease in thickness increase in height increase in h/t ratio decrease in h/t ratio decrease in thickness increase in height ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be 27 mm 20 mm 24 mm 16 mm 27 mm 20 mm 24 mm 16 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by tie plates battening perforated cover plates lacing tie plates battening perforated cover plates lacing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffeners are provided at i) the supports ii) the mid span iii) the point of application of concentrated loads The correct answer is both (i) and (iii) only (i) (i), (ii) and (iii) both (i) and (ii) both (i) and (iii) only (i) (i), (ii) and (iii) both (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
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