Design of Steel Structure The mechanism method and the statical method give lower and upper bounds respectively on the strength of structure upper and lower bounds respectively on the strength of structure upper bound on the strength of structure lower bound on the strength of structure lower and upper bounds respectively on the strength of structure upper and lower bounds respectively on the strength of structure upper bound on the strength of structure lower bound on the strength of structure ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle) lesser of 300 mm and 32 t lesser of 200 mm and 12 t lesser of 200 mm and 161 lesser of 3 00 mm and 24 t lesser of 300 mm and 32 t lesser of 200 mm and 12 t lesser of 200 mm and 161 lesser of 3 00 mm and 24 t 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 16 mm 27 mm 20 mm 24 mm 16 mm 27 mm 20 mm 24 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as 1.8 L 1.3 L 1.1 L 1.5 L 1.8 L 1.3 L 1.1 L 1.5 L ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The forces acting on the web splice of a plate girder are Shear and axial forces Axial and bending forces Axial forces Shear and bending forces Shear and axial forces Axial and bending forces Axial forces Shear and bending forces ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to C. Both (A) and (B) None of these Horizontal shear only Vertical load only C. Both (A) and (B) None of these Horizontal shear only Vertical load only ANSWER DOWNLOAD EXAMIANS APP
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