Design of Steel Structure The risk coefficient k, depends on mean probable design life of structures both (a) and (b) basic wind speed None of these mean probable design life of structures both (a) and (b) basic wind speed None of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A circular column section is generally not used in actual practice because it is uneconomical it cannot carry the load safely it is difficult to connect beams to the round sections All of these it is uneconomical it cannot carry the load safely it is difficult to connect beams to the round sections All of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Battening is preferable when thei) column carries axial load onlyii) space between the two main components is not very largeiii) column is eccentrically loadedThe correct answer is only (iii) only (i) (ii) and (iii) (i) and (ii) only (iii) only (i) (ii) and (iii) (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is 1 2 1.8 1.4 1 2 1.8 1.4 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected) 101 6t 161 121 101 6t 161 121 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The least dimension in case of a circular column of diameter D is taken as 0.88 D 0.68 D 0.78 D 0.5 D 0.88 D 0.68 D 0.78 D 0.5 D ANSWER DOWNLOAD EXAMIANS APP