Design of Steel Structure The effective length of a battened column is increased by 10% 15% 5% 20% 10% 15% 5% 20% 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 0.8 L 1.5 L L 0.67 L 0.8 L 1.5 L L 0.67 L ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Generally the purlins are placed at the panel points so as to avoid Deflection of rafter Axial force in rafter Shear force in rafter Bending moment in rafter Deflection of rafter Axial force in rafter Shear force in rafter Bending moment in rafter 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 1/200 of maximum strain 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The mechanism method and the statical method give upper bound on the strength of structure lower bound on the strength of structure upper and lower bounds respectively on the strength of structure lower and upper bounds respectively on the strength of structure upper bound on the strength of structure lower bound on the strength of structure upper and lower bounds respectively on the strength of structure lower and upper bounds respectively on the strength of structure ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a compression member carrying both dead and superimposed load is 200 180 150 190 200 180 150 190 ANSWER DOWNLOAD EXAMIANS APP
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