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 0.85 Awfy 0.65 Awfy 0.75 Awfy 0.55 Awfy 0.85 Awfy 0.65 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between 10° to 30° 40° to 70° 90° 30° to 40° 10° to 30° 40° to 70° 90° 30° to 40° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffeners are provided ati) the supportsii) the mid spaniii) the point of application of concentrated loadsThe correct answer is both (i) and (ii) both (i) and (iii) only (i) (i), (ii) and (iii) both (i) and (ii) both (i) and (iii) only (i) (i), (ii) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lug angles are used to reduce the length of connection. increases shear lag. All listed here are unequal angles. are used to reduce the length of connection. increases shear lag. All listed here are unequal angles. ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Economical depth of a plate girder corresponds to maximum weight minimum weight minimum thickness of web minimum depth maximum weight minimum weight minimum thickness of web minimum depth ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The risk coefficient k, depends on 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 basic wind speed ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS