Design of Steel Structure The bracing between two columns of a steel tank will be designed to resist horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + 2.5% of horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only column loads + full horizontal shear due to wind or earthquake horizontal, shear due to wind or earthquake + 2.5% of column loads column loads + 2.5% of horizontal shear due to wind or earthquake horizontal shear due to wind or earthquake only column loads + full horizontal shear due to wind or earthquake ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part) less than d more than d equal to d Any of these less than d more than d equal to d Any of these ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shape factor is a property which depends only on the yield stress of the material only on the ultimate stress of the material both on the yield stress and ultimate stress of material only on the geometry of the section only on the yield stress of the material only on the ultimate stress of the material both on the yield stress and ultimate stress of material only on the geometry of the section ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration? both (b) or (c) equal angles back to back unqual legged angles with long legs back to back unequal legged angles with short legs back to back both (b) or (c) equal angles back to back unqual legged angles with long legs back to back unequal legged angles with short legs back to back 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) 125 t2/h 75 t2/h 125 t3/h2 175 t2/h 125 t2/h 75 t2/h 125 t3/h2 175 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure A butt weld is specified by penetration thickness size of weld effective throat thickness plate thickness penetration thickness size of weld effective throat thickness plate thickness ANSWER DOWNLOAD EXAMIANS APP
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