Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 1.50 kN/m2 0.75 kN/m2 1.35 kN/m2 0.65 kN/m2 1.50 kN/m2 0.75 kN/m2 1.35 kN/m2 0.65 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The moment-curvature relation at a plastic hinge is linear parabolic constant moment for all curvatures constant curvature for all moments linear parabolic constant moment for all curvatures constant curvature for all moments ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The shape factor of an isosceles triangle for bending about the axis parallel to the base is: 2.01 1.0 2.33 2.34 2.01 1.0 2.33 2.34 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The statical method of plastic analysis satisfies equilibrium condition only mechanism and plastic moment conditions equilibrium and plastic moment conditions equilibrium and mechanism conditions equilibrium condition only mechanism and plastic moment conditions equilibrium and plastic moment conditions equilibrium and mechanism conditions 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 paV”2 paV2 p a (1/V) pa V paV”2 paV2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffeners are provided ati) the supportsii) the mid spaniii) the point of application of concentrated loads The correct answer is both (i) and (ii) only (i) (i), (ii) and (iii) both (i) and (iii) both (i) and (ii) only (i) (i), (ii) and (iii) both (i) and (iii) ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS