Design of Steel Structure Area of openings for buildings of large permeability is more than 10% of wall area 20% of wall area 50% of wall area 30% of wall area 10% of wall area 20% of wall area 50% of wall area 30% of wall area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is Unpredictable Equal to load factor in determinate structures More than the load factor in determinate structures Less than the load factor in determinate structures Unpredictable Equal to load factor in determinate structures More than the load factor in determinate structures Less than the load factor in determinate structures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of timber structures, the form factor for solid circular cross-section is taken as 1.414 1.81 1.18 1.67 1.414 1.81 1.18 1.67 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Study the following statements.i) Top lateral bracing prevents the sidesway buckling of the chord.ii) Sway bracing keeps the rectangular shape of the bridge cross-section.iii) Sway bracing transfers the load from top of end posts to bearings.The correct answer is both (i) and (iii) only (i) both (i) and (ii) all (i), (ii) and (iii) both (i) and (iii) only (i) both (i) and (ii) all (i), (ii) and (iii) 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 0.55 Awfy 0.65 Awfy 0.85 Awfy 0.75 Awfy 0.55 Awfy 0.65 Awfy 0.85 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The moment-curvature relation at a plastic hinge is linear constant moment for all curvatures constant curvature for all moments parabolic linear constant moment for all curvatures constant curvature for all moments parabolic ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS