Design of Steel Structure A circular column section is generally not used in actual practice because it is uneconomical it cannot carry the load safely All of these it is difficult to connect beams to the round sections it is uneconomical it cannot carry the load safely All of these it is difficult to connect beams to the round sections ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The least dimension in case of a circular column of diameter D is taken as 0.88 D 0.5 D 0.68 D 0.78 D 0.88 D 0.5 D 0.68 D 0.78 D ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffener in a plate girder is used to prevent excessive deflection prevent buckling of web transfer the load from the top flange to the bottom one decrease the effective depth of web prevent excessive deflection prevent buckling of web transfer the load from the top flange to the bottom one decrease the effective depth of web ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is 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 Equal to load factor in determinate structures Unpredictable Less than the load factor in determinate structures ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A butt weld is specified by plate thickness effective throat thickness penetration thickness size of weld plate thickness effective throat thickness penetration thickness size of weld ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as 0.65 kN/m2 1.35 kN/m2 0.75 kN/m2 1.50 kN/m2 0.65 kN/m2 1.35 kN/m2 0.75 kN/m2 1.50 kN/m2 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS