Design of Steel Structure The shape factor of an isosceles triangle for bending about the axis parallel to the base is: 1.0 2.33 2.34 2.01 1.0 2.33 2.34 2.01 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 Shear force due to 2.5% of the column load Both (A) and (B) 2.5% of the column load Bending moment due to 2.5% of the column load Shear force due to 2.5% of the column load Both (A) and (B) 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 only tensile stresses both (a) and (b) None of these only shear stresses only tensile stresses both (a) and (b) None of these only shear stresses ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into 6 zones 4 zones 3 zones 5 zones 6 zones 4 zones 3 zones 5 zones 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 + 2.5% of column loads column loads + 2.5% of horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only column loads + full horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + 2.5% of horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only column loads + full horizontal shear due to wind or earthquake ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 0.75 kN/m2 1.50 kN/m2 1.35 kN/m2 0.65 kN/m2 0.75 kN/m2 1.50 kN/m2 1.35 kN/m2 0.65 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
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