Design of Steel Structure The centrifugal force due to curvature of track is assumed to act on the bridge at a height of 1.23 m above the rail level 1.83 m above the rail level 2.13 m above the rail level 1.50 m above the rail level 1.23 m above the rail level 1.83 m above the rail level 2.13 m above the rail level 1.50 m above the rail level ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In a gusseted base, when the end of the column is machined for complete bearing on the base plate, then the axial load is assumed to be transferred to base plate 75% by direct bearing and 25% through fastenings Fully through fastenings 50% by direct bearing and 50% through fastenings Fully by direct bearing 75% by direct bearing and 25% through fastenings Fully through fastenings 50% by direct bearing and 50% through fastenings Fully by direct bearing ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The external wind pressure acting on a roof depends on 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 both (a) and (b) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using vertical intermediate stiffener None of these horizontal stiffener at neutral axis bearing stiffener vertical intermediate stiffener None of these horizontal stiffener at neutral axis bearing stiffener 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 loaded The correct answer is only (i) (ii) and (iii) only (iii) (i) and (ii) only (i) (ii) and (iii) only (iii) (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by battening perforated cover plates lacing tie plates battening perforated cover plates lacing tie plates ANSWER DOWNLOAD EXAMIANS APP
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