Design of Steel Structure Gantry girders are designed to resist lateral, longitudinal and vertical loads lateral and longitudinal loads lateral loads longitudinal loads and vertical loads lateral, longitudinal and vertical loads lateral and longitudinal loads lateral loads longitudinal loads and vertical loads ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A circular column section is generally not used in actual practice because it cannot carry the load safely it is uneconomical it is difficult to connect beams to the round sections All of these it cannot carry the load safely it is uneconomical it is difficult to connect beams to the round sections All of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a battened column is increased by 5% 10% 15% 20% 5% 10% 15% 20% 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: 2.34 2.33 2.01 1.0 2.34 2.33 2.01 1.0 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shape factor is a property which depends only on the ultimate stress of the material only on the geometry of the section both on the yield stress and ultimate stress of material only on the yield stress of the material only on the ultimate stress of the material only on the geometry of the section both on the yield stress and ultimate stress of material only on the yield stress of the material 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 175 t2/h 125 t2/h 125 t2/h 75 t2/h 175 t2/h 125 t2/h 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
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