Design of Steel Structure The slenderness ratio of a column supported throughout its length by a masonry wall is zero infinity 10 100 zero infinity 10 100 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bending compressive and tensile stresses respectively are calculated based on net area and gross area net area in both cases gross area in both cases gross area and net area net area and gross area net area in both cases gross area in both cases gross area and net area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The relation between intensity of wind pressure p and velocity of wind V is taken as p a (1/V) pa V paV2 paV”2 p a (1/V) pa V paV2 paV”2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Generally the purlins are placed at the panel points so as to avoid Bending moment in rafter Deflection of rafter Shear force in rafter Axial force in rafter Bending moment in rafter Deflection of rafter Shear force in rafter Axial force in rafter ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using vertical intermediate stiffener bearing stiffener None of these horizontal stiffener at neutral axis vertical intermediate stiffener bearing stiffener None of these horizontal stiffener at neutral axis 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 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 75% by direct bearing and 25% through fastenings Fully through fastenings 50% by direct bearing and 50% through fastenings ANSWER DOWNLOAD EXAMIANS APP
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