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 0.75 Awfy 0.65 Awfy 0.55 Awfy 0.85 Awfy 0.75 Awfy 0.65 Awfy 0.55 Awfy ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Normally, the angle of roof truss with asbestos sheets should not be less than 26/2° 30° 40° 35° 26/2° 30° 40° 35° ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method of plastic analysis satisfies equilibrium condition only mechanism and plastic moment conditions equilibrium and mechanism conditions equilibrium and plastic moment conditions equilibrium condition only mechanism and plastic moment conditions equilibrium and mechanism conditions equilibrium and plastic moment conditions ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In the virtual work method, the virtual quantity is Slope Load Moment Displacement Slope Load Moment Displacement ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness) decrease in h/t ratio increase in height increase in h/t ratio decrease in thickness decrease in h/t ratio increase in height increase in h/t ratio decrease in thickness ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as 1.5 L 0.67 L L 0.8 L 1.5 L 0.67 L L 0.8 L ANSWER DOWNLOAD EXAMIANS APP
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