Design of Steel Structure For rivets in tension with counter-sunk heads, the tensile value shall be increased by 25 % reduced by 25 % increased by 33.3 % reduced by 33.3% increased by 25 % reduced by 25 % increased by 33.3 % reduced by 33.3% 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
Design of Steel Structure The mechanism method of plastic analysis satisfies 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 equilibrium and mechanism conditions ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is 6 mm 7 mm 9 mm 8 mm 6 mm 7 mm 9 mm 8 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure When the axis of load lies in the plane of rivet group, then the rivets are subjected to both (a) and (b) only shear stresses only tensile stresses None of these both (a) and (b) only shear stresses only tensile stresses None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets) 2.0 d 2.5 d 1.5 d 3.0 d 2.0 d 2.5 d 1.5 d 3.0 d ANSWER DOWNLOAD EXAMIANS APP
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