Design of Steel Structure The effective length of a fillet weld should not be less than Weld size Six times the weld size Two times the weld size Four times the weld size Weld size Six times the weld size Two times the weld size Four times the weld size ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The heaviest I-section for same depth is ISMB ISHB ISWB ISLB ISMB ISHB ISWB ISLB 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) 0.65 Awfy 0.75 Awfy 0.55 Awfy 0.85 Awfy 0.65 Awfy 0.75 Awfy 0.55 Awfy 0.85 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A circular column section is generally not used in actual practice because it is difficult to connect beams to the round sections it cannot carry the load safely it is uneconomical All of these it is difficult to connect beams to the round sections it cannot carry the load safely it is uneconomical All of these 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 (ii) and (iii) (i) and (ii) only (iii) only (i) (ii) and (iii) (i) and (ii) only (iii) only (i) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Economical depth of a plate girder corresponds to minimum thickness of web minimum depth minimum weight maximum weight minimum thickness of web minimum depth minimum weight maximum weight ANSWER DOWNLOAD EXAMIANS APP
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