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 t3/h2 125 t2/h 75 t2/h 175 t2/h 125 t3/h2 125 t2/h 75 t2/h 175 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Shear buckling of web in a plate girder is prevented by using horizontal stiffener at neutral axis None of these vertical intermediate stiffener bearing stiffener horizontal stiffener at neutral axis None of these vertical intermediate stiffener bearing stiffener ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The risk coefficient k, depends on mean probable design life of structures None of these basic wind speed both (a) and (b) mean probable design life of structures None of these basic wind speed both (a) and (b) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The slenderness ratio of a column supported throughout its length by a masonry wall is 100 zero infinity 10 100 zero infinity 10 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 L 0.8 L 0.67 L 1.5 L L 0.8 L 0.67 L ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The least dimension in case of a circular column of diameter D is taken as 0.78 D 0.68 D 0.88 D 0.5 D 0.78 D 0.68 D 0.88 D 0.5 D ANSWER DOWNLOAD EXAMIANS APP
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