Design of Steel Structure The range of economical spacing of trusses varies from L/3 to L/2 2L/5 to 3L/5 where L is span L/3 to L/5 L/4to2L/5 L/3 to L/2 2L/5 to 3L/5 where L is span L/3 to L/5 L/4to2L/5 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method and the statical method give upper bound on the strength of structure lower and upper bounds respectively on the strength of structure lower bound on the strength of structure upper and lower bounds respectively on the strength of structure upper bound on the strength of structure lower and upper bounds respectively on the strength of structure lower bound on the strength of structure upper and lower bounds respectively on the strength of structure ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As compared to field rivets, the shop rivets are weaker stronger Any of these equally strong weaker stronger Any of these equally strong 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 (iii) (i), (ii) and (iii) both (i) and (ii) only (i) both (i) and (iii) (i), (ii) and (iii) both (i) and (ii) only (i) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is None of these only (i) both (i) and (ii) only (ii) None of these only (i) both (i) and (ii) only (ii) 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 Both (A) and (B) 2.5% of the column load Shear force due to 2.5% of the column load Bending moment due to 2.5% of the column load Both (A) and (B) 2.5% of the column load Shear force due to 2.5% of the column load ANSWER DOWNLOAD EXAMIANS APP
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