Theory of Structures The equivalent length of a column of length L having one end fixed and the other end free, is L L/2 L 2L L L/2 L 2L ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures Shear strain energy theory for the failure of a material at elastic limit, is due to Guest or Trecas Von Mises St. Venant Rankine Guest or Trecas Von Mises St. Venant Rankine ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures Gradually applied static loads do not change with time their Magnitude All of these Direction Point of application Magnitude All of these Direction Point of application ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures A compound truss may be formed by connecting two simple rigid frames, by Three bars Three bars intersecting at a point Two bars three parallel bars Three bars Three bars intersecting at a point Two bars three parallel bars ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures A rolled steel joist is simply supported at its ends and carries a uniformly distributed load which causes a maximum deflection of 10 mm and slope at the ends of 0.002 radian. The length of the joist will be, 16 m 13 M 14 M 15 M 16 m 13 M 14 M 15 M ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures In case of a simply supported I-section beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is L/2 L/5 L/3 L/4 L/2 L/5 L/3 L/4 ANSWER DOWNLOAD EXAMIANS APP
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