Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is Less than the load factor in determinate structures Equal to load factor in determinate structures More than the load factor in determinate structures Unpredictable Less than the load factor in determinate structures Equal to load factor in determinate structures More than the load factor in determinate structures Unpredictable 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) 0.85 Awfy 0.65 Awfy 0.55 Awfy 0.75 Awfy 0.85 Awfy 0.65 Awfy 0.55 Awfy 0.75 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The external wind pressure acting on a roof depends on None of these degree of permeability of roof both (a) and (b) slope of roof None of these degree of permeability of roof both (a) and (b) slope of roof 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 (ii) and (iii) only (i) (i) and (ii) only (iii) (ii) and (iii) only (i) (i) and (ii) only (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called Deck type Through type Double deck type Half through type Deck type Through type Double deck type Half through type 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 is uneconomical it cannot carry the load safely All of these it is difficult to connect beams to the round sections it is uneconomical it cannot carry the load safely All of these ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS