Design of Steel Structure The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate) 6t 3t 8t 4t 6t 3t 8t 4t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A circular column section is generally not used in actual practice because it cannot carry the load safely it is uneconomical All of these it is difficult to connect beams to the round sections it cannot carry the load safely it is uneconomical All of these it is difficult to connect beams to the round sections ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following sections should preferably be used at places where torsion occurs? Any of these Box type section Channel section Angle section Any of these Box type section Channel section Angle section ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lacing bars in a steel column should be designed to resist Both (A) and (B) Bending moment due to 2.5% of the column load Shear force due to 2.5% of the column load 2.5% of the column load Both (A) and (B) Bending moment due to 2.5% of the column load Shear force due to 2.5% of the column load 2.5% of the column load 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
Design of Steel Structure The mechanism method and the statical method give lower and upper bounds respectively on the strength of structure upper bound on the strength of structure upper and lower bounds respectively on the strength of structure lower bound on the strength of structure lower and upper bounds respectively on the strength of structure upper bound on the strength of structure upper and lower bounds respectively on the strength of structure lower bound on the strength of structure ANSWER DOWNLOAD EXAMIANS APP
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