Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as ± 0.7 ± 0.2 ±0.5 0 ± 0.7 ± 0.2 ±0.5 0 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The risk coefficient k, depends on mean probable design life of structures both (a) and (b) None of these basic wind speed mean probable design life of structures both (a) and (b) None of these basic wind speed ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffeners are provided ati) the supportsii) the mid spaniii) the point of application of concentrated loadsThe correct answer is both (i) and (ii) only (i) (i), (ii) and (iii) both (i) and (iii) both (i) and (ii) only (i) (i), (ii) and (iii) both (i) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lug angles All listed here are used to reduce the length of connection. are unequal angles. increases shear lag. All listed here are used to reduce the length of connection. are unequal angles. increases shear lag. ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is 150 350 250 180 150 350 250 180 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lacing bars in a steel column should be designed to resist 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 Both (A) and (B) Shear force due to 2.5% of the column load ANSWER DOWNLOAD EXAMIANS APP
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