Design of Steel Structure The ratio of plastic section modulus to elastic section modulus is always greater than 1 can be less than 1 is always less than 1 is equal to 1 is always greater than 1 can be less than 1 is always less than 1 is equal to 1 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
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 1.5 L 0.67 L 0.8 L L 1.5 L 0.67 L 0.8 L L ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Area of openings for buildings of large permeability is more than 50% of wall area 30% of wall area 10% of wall area 20% of wall area 50% of wall area 30% of wall area 10% of wall area 20% of wall area ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using None of these bearing stiffener vertical intermediate stiffener horizontal stiffener at neutral axis None of these bearing stiffener vertical intermediate stiffener horizontal stiffener at neutral axis ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as 1.8 L 1.3 L 1.1 L 1.5 L 1.8 L 1.3 L 1.1 L 1.5 L ANSWER DOWNLOAD EXAMIANS APP
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