Design of Steel Structure A circular column section is generally not used in actual practice because it is uneconomical All of these it cannot carry the load safely it is difficult to connect beams to the round sections it is uneconomical All of these it cannot carry the load safely it is difficult to connect beams to the round sections ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure In case of timber structures, the form factor for solid circular cross-section is taken as 1.18 1.414 1.67 1.81 1.18 1.414 1.67 1.81 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Other conditions being same, the load factor in indeterminate structures is 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 Equal to load factor in determinate structures Unpredictable ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Gantry girders are designed to resist lateral, longitudinal and vertical loads longitudinal loads and vertical loads lateral and longitudinal loads lateral loads lateral, longitudinal and vertical loads longitudinal loads and vertical loads lateral and longitudinal loads lateral loads ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Which of the following conditions is to be satisfied both in elastic and plastic analysis ? plastic moment condition yield condition equilibrium condition mechanism condition plastic moment condition yield condition equilibrium condition mechanism condition ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be: 10 mm 8 mm 6 mm 4.5 mm 10 mm 8 mm 6 mm 4.5 mm ANSWER DOWNLOAD EXAMIANS APP
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