Design of Steel Structure Economical depth of a plate girder corresponds to minimum weight maximum weight minimum thickness of web minimum depth minimum weight maximum weight minimum thickness of web minimum depth ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The slenderness ratio of lacing bars should not exceed 145 100 180 120 145 100 180 120 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The moment-curvature relation at a plastic hinge is constant moment for all curvatures linear parabolic constant curvature for all moments constant moment for all curvatures linear parabolic constant curvature for all moments ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method of plastic analysis satisfies equilibrium and mechanism conditions mechanism and plastic moment conditions equilibrium and plastic moment conditions equilibrium condition only equilibrium and mechanism conditions mechanism and plastic moment conditions equilibrium and plastic moment conditions equilibrium condition only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by battening lacing tie plates perforated cover plates battening lacing tie plates perforated cover plates ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist horizontal shear due to wind or earthquake only column loads + full horizontal shear due to wind or earthquake column loads + 2.5% of horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads horizontal shear due to wind or earthquake only column loads + full horizontal shear due to wind or earthquake column loads + 2.5% of horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads ANSWER DOWNLOAD EXAMIANS APP
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