Design of Steel Structure The internal pressure coefficient on walls for buildings with large permeability is taken as ± 0.7 ±0.5 ± 0.2 0 ± 0.7 ±0.5 ± 0.2 0 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The relation between intensity of wind pressure p and velocity of wind V is taken as paV”2 p a (1/V) paV2 pa V paV”2 p a (1/V) paV2 pa V ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm) 75 t2/h 125 t2/h 175 t2/h 125 t3/h2 75 t2/h 125 t2/h 175 t2/h 125 t3/h2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In the virtual work method, the virtual quantity is Load Displacement Moment Slope Load Displacement Moment Slope ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using None of these horizontal stiffener at neutral axis vertical intermediate stiffener bearing stiffener None of these horizontal stiffener at neutral axis vertical intermediate stiffener bearing stiffener ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is 1.4 2 1.8 1 1.4 2 1.8 1 ANSWER DOWNLOAD EXAMIANS APP
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