Design of Steel Structure As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate) 164 161 163 162 164 161 163 162 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using bearing stiffener None of these vertical intermediate stiffener horizontal stiffener at neutral axis bearing stiffener None of these vertical intermediate stiffener horizontal stiffener at neutral axis ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is only (i) only (ii) None of these both (i) and (ii) only (i) only (ii) None of these both (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as ± 0.7 0 ±0.5 ± 0.2 ± 0.7 0 ±0.5 ± 0.2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is 9 mm 8 mm 6 mm 7 mm 9 mm 8 mm 6 mm 7 mm 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 0.65 Awfy 0.85 Awfy 0.55 Awfy 0.75 Awfy 0.65 Awfy 0.85 Awfy 0.55 Awfy ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS