Design of Steel Structure Generally the purlins are placed at the panel points so as to avoid Deflection of rafter Bending moment in rafter Axial force in rafter Shear force in rafter Deflection of rafter Bending moment in rafter Axial force in rafter Shear force in rafter ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum permissible span of asbestos cement sheets is 650 mm 1680 mm 810 mm 1250 mm 650 mm 1680 mm 810 mm 1250 mm ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration? both (b) or (c) unequal legged angles with short legs back to back equal angles back to back unqual legged angles with long legs back to back both (b) or (c) unequal legged angles with short legs back to back equal angles back to back unqual legged angles with long legs back to back ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffeners are provided ati) the supportsii) the mid spaniii) the point of application of concentrated loads The correct answer is both (i) and (iii) both (i) and (ii) only (i) (i), (ii) and (iii) both (i) and (iii) both (i) and (ii) only (i) (i), (ii) and (iii) 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 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 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
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