Design of Steel Structure The maximum permissible span of asbestos cement sheets is 810 mm 650 mm 1250 mm 1680 mm 810 mm 650 mm 1250 mm 1680 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lacing bars in a steel column should be designed to resist 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) 2.5% of the column load Bending moment due to 2.5% of the column load 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 (i) and (ii) only (i) (ii) and (iii) only (iii) (i) and (ii) only (i) (ii) and (iii) only (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than 600 mm 1000 mm 300 mm 500 mm 600 mm 1000 mm 300 mm 500 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of timber structures, the form factor for solid circular cross-section is taken as 1.18 1.414 1.81 1.67 1.18 1.414 1.81 1.67 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bolts are most suitable to carry axial tension shear bending shear and bending axial tension shear bending shear and bending ANSWER DOWNLOAD EXAMIANS APP
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