Design of Steel Structure Shear buckling of web in a plate girder is prevented by using horizontal stiffener at neutral axis bearing stiffener vertical intermediate stiffener None of these horizontal stiffener at neutral axis bearing stiffener vertical intermediate stiffener None of these 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? equal angles back to back both (b) or (c) unqual legged angles with long legs back to back unequal legged angles with short legs back to back equal angles back to back both (b) or (c) unqual legged angles with long legs back to back unequal legged angles with short legs back to back ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by tie plates battening perforated cover plates lacing tie plates battening perforated cover plates lacing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is 10 m 30 m 20 m 40 m 10 m 30 m 20 m 40 m ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate) 162 164 163 161 162 164 163 161 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 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 ANSWER DOWNLOAD EXAMIANS APP
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