Design of Steel Structure Shear buckling of web in a plate girder is prevented by using horizontal stiffener at neutral axis bearing stiffener vertical intermediate stiffener None of these horizontal stiffener at neutral axis bearing stiffener vertical intermediate stiffener None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is 2 1.4 1 1.8 2 1.4 1 1.8 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The heaviest I-section for same depth is ISMB ISLB ISWB ISHB ISMB ISLB ISWB ISHB 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) 101 161 121 6t 101 161 121 6t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In a gusseted base, when the end of the column is machined for complete bearing on the base plate, then the axial load is assumed to be transferred to base plate 50% by direct bearing and 50% through fastenings Fully through fastenings 75% by direct bearing and 25% through fastenings Fully by direct bearing 50% by direct bearing and 50% through fastenings Fully through fastenings 75% by direct bearing and 25% through fastenings Fully by direct bearing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Axial forces Axial and bending forces Shear and bending forces Shear and axial forces Axial forces Axial and bending forces Shear and bending forces Shear and axial forces ANSWER DOWNLOAD EXAMIANS APP
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