Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 1000 mm 600 mm 500 mm 300 mm 1000 mm 600 mm 500 mm 300 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The heaviest I-section for same depth is ISWB ISHB ISLB ISMB ISWB ISHB ISLB ISMB ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Area of openings for buildings of large permeability is more than 10% of wall area 30% of wall area 50% of wall area 20% of wall area 10% of wall area 30% of wall area 50% of wall area 20% of wall area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lacing bars in a steel column should be designed to resist Both (A) and (B) Shear force due to 2.5% of the column load Bending moment due to 2.5% of the column load 2.5% of the column load Both (A) and (B) Shear force due to 2.5% of the column load Bending moment 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 bracing provided in the plane of end posts is called portal bracing top lateral bracing sway bracing bottom lateral bracing portal bracing top lateral bracing sway bracing bottom lateral bracing ANSWER DOWNLOAD EXAMIANS APP
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