Design of Steel Structure Hudson’s formula gives the dead weight of a truss bridge as a function of top chord area heaviest axle load of engine bottom chord area effective span of bridge top chord area heaviest axle load of engine bottom chord area effective span of bridge ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The relation between intensity of wind pressure p and velocity of wind V is taken as pa V p a (1/V) paV”2 paV2 pa V p a (1/V) paV”2 paV2 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The maximum slenderness ratio of a compression member carrying both dead and superimposed load is 180 150 200 190 180 150 200 190 ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure Bearing stiffeners are provided ati) the supportsii) the mid spaniii) the point of application of concentrated loads The correct answer is (i), (ii) and (iii) only (i) both (i) and (iii) both (i) and (ii) (i), (ii) and (iii) only (i) both (i) and (iii) both (i) and (ii) ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The elastic strain for steel is about 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 about 1/120 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 1/200 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 about 1/120 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 1/200 of maximum strain ANSWER DOWNLOAD EXAMIANS APP
Design of Steel Structure The best arrangement to provide unified behaviour in built up steel columns is by lacing perforated cover plates tie plates battening lacing perforated cover plates tie plates battening ANSWER DOWNLOAD EXAMIANS APP
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