Design of Steel Structure The elastic strain for steel is about 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The slenderness ratio of a column supported throughout its length by a masonry wall is infinity 100 10 zero infinity 100 10 zero ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate) 8t 6t 4t 3t 8t 6t 4t 3t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The shape factor of an isosceles triangle for bending about the axis parallel to the base is: 2.34 1.0 2.01 2.33 2.34 1.0 2.01 2.33 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Battening is preferable when the i) column carries axial load only ii) space between the two main components is not very large iii) column is eccentrically loaded The 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 In case of timber structures, the form factor for solid circular cross-section is taken as 1.67 1.414 1.81 1.18 1.67 1.414 1.81 1.18 ANSWER DOWNLOAD EXAMIANS APP