Design of Steel Structure Economical depth of a plate girder corresponds to minimum weight minimum depth maximum weight minimum thickness of web minimum weight minimum depth maximum weight minimum thickness of web ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to Horizontal shear only None of these Vertical load only C. Both (A) and (B) Horizontal shear only None of these Vertical load only C. Both (A) and (B) 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 (i) only (iii) (ii) and (iii) (i) and (ii) only (i) only (iii) (ii) and (iii) (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum permissible span of asbestos cement sheets is 810 mm 1250 mm 1680 mm 650 mm 810 mm 1250 mm 1680 mm 650 mm 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) 121 161 101 6t 121 161 101 6t ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel) 0.75 Awfy 0.65 Awfy 0.85 Awfy 0.55 Awfy 0.75 Awfy 0.65 Awfy 0.85 Awfy 0.55 Awfy ANSWER DOWNLOAD EXAMIANS APP
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