Design of Steel Structure For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure) ± 0.5 p ±0.2p zero ±0.7p ± 0.5 p ±0.2p zero ±0.7p ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The external wind pressure acting on a roof depends on both (a) and (b) 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 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is Equal to load factor in determinate structures Unpredictable Less than the load factor in determinate structures More than the load factor in determinate structures Equal to load factor in determinate structures Unpredictable Less than the load factor in determinate structures More than the load factor in determinate structures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The statical method of plastic analysis satisfies equilibrium and mechanism conditions equilibrium and plastic moment conditions mechanism and plastic moment conditions equilibrium condition only equilibrium and mechanism conditions equilibrium and plastic moment conditions mechanism and plastic moment conditions equilibrium condition only ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Rivets connecting flange angles to cover plates in a plate girder are subjected to Vertical load only None of these Horizontal shear only C. Both (A) and (B) Vertical load only None of these Horizontal shear only C. Both (A) and (B) 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 0.67 L 1.5 L 0.8 L L 0.67 L 1.5 L 0.8 L L ANSWER DOWNLOAD EXAMIANS APP