Design of Steel Structure The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is 1.0 mm 1.5 mm 2.0 mm 2.5 mm 1.0 mm 1.5 mm 2.0 mm 2.5 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The shape factor of an isosceles triangle for bending about the axis parallel to the base is: 2.33 2.34 2.01 1.0 2.33 2.34 2.01 1.0 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The statical method of plastic analysis satisfies equilibrium and mechanism conditions equilibrium condition only mechanism and plastic moment conditions equilibrium and plastic moment conditions equilibrium and mechanism conditions equilibrium condition only mechanism and plastic moment conditions equilibrium and plastic moment conditions ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lacing bars in a steel column should be designed to resist 2.5% of the column load Bending moment due to 2.5% of the column load Both (A) and (B) Shear force due to 2.5% of the column load 2.5% of the column load Bending moment due to 2.5% of the column load Both (A) and (B) Shear force due to 2.5% of the column load ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Horizontal stiffener in a plate girder is provided to safeguard against compression buckling of web plate shear buckling of web plate yielding All of these compression buckling of web plate shear buckling of web plate yielding All of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a compression member carrying both dead and superimposed load is 200 150 190 180 200 150 190 180 ANSWER DOWNLOAD EXAMIANS APP
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