Design of Steel Structure Shear buckling of web in a plate girder is prevented by using None of these vertical intermediate stiffener bearing stiffener horizontal stiffener at neutral axis None of these vertical intermediate stiffener bearing stiffener horizontal stiffener at neutral axis 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) 6t 161 121 101 6t 161 121 101 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel) 0.85 Awfy 0.75 Awfy 0.65 Awfy 0.55 Awfy 0.85 Awfy 0.75 Awfy 0.65 Awfy 0.55 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffeners are provided ati) the supportsii) the mid spaniii) the point of application of concentrated loadsThe correct answer is both (i) and (ii) both (i) and (iii) only (i) (i), (ii) and (iii) both (i) and (ii) both (i) and (iii) only (i) (i), (ii) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure) ±0.2p ± 0.5 p zero ±0.7p ±0.2p ± 0.5 p zero ±0.7p ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In the virtual work method, the virtual quantity is Displacement Moment Load Slope Displacement Moment Load Slope ANSWER DOWNLOAD EXAMIANS APP