Design of Steel Structure The external wind pressure acting on a roof depends on both (a) and (b) degree of permeability of roof None of these slope of roof both (a) and (b) degree of permeability of roof None of these slope of roof ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The risk coefficient k, depends on basic wind speed None of these both (a) and (b) mean probable design life of structures basic wind speed None of these both (a) and (b) mean probable design life of structures 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 0.55 Awfy 0.65 Awfy 0.75 Awfy 0.85 Awfy 0.55 Awfy 0.65 Awfy 0.75 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm h = the outstand of stiffener in mm) 125 t2/h 125 t2/h 175 t2/h 75 t2/h 125 t2/h 125 t2/h 175 t2/h 75 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffeners are provided ati) the supportsii) the mid spaniii) the point of application of concentrated loads The correct answer is both (i) and (ii) (i), (ii) and (iii) only (i) both (i) and (iii) both (i) and (ii) (i), (ii) and (iii) only (i) both (i) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The web crippling due to excessive bearing stress can be avoided by increasing the web thickness providing suitable stiffeners None of these increasing the length of the bearing plates increasing the web thickness providing suitable stiffeners None of these increasing the length of the bearing plates ANSWER DOWNLOAD EXAMIANS APP
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