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 125 t2/h 175 t2/h 125 t2/h 75 t2/h 125 t2/h 175 t2/h 125 t2/h ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The elastic strain for steel is about 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The slenderness ratio of lacing bars should not exceed 145 180 120 100 145 180 120 100 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Lug angles All listed here increases shear lag. are unequal angles. are used to reduce the length of connection. All listed here increases shear lag. are unequal angles. are used to reduce the length of connection. ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure compression force in two end posts The pin of a rocker bearing in a bridge is designed for bearing and bending bearing and shear bending and shear bearing, shear and bending bearing and bending bearing and shear bending and shear bearing, shear and bending ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is 30% 60% 40% 50% 30% 60% 40% 50% ANSWER DOWNLOAD EXAMIANS APP
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