Theory of Structures The equivalent length of a column of length L, having both the ends hinged, is L 2L L/2 S L 2L L/2 S ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The forces in the members of simple trusses, may be analysed by Method of sections All of these Method of joints Graphical method Method of sections All of these Method of joints Graphical method ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures Shear strain energy theory for the failure of a material at elastic limit, is due to Rankine Guest or Trecas St. Venant Von Mises Rankine Guest or Trecas St. Venant Von Mises ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The locus of the moment of inertia about inclined axes to the principal axis, is Ellipse Parabola Circle Straight line Ellipse Parabola Circle Straight line ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures Maximum shear stress theory for the failure of a material at the elastic limit, is known St. Venant's theory Rankine's theory Haig's theory Guest's or Trecas' theory St. Venant's theory Rankine's theory Haig's theory Guest's or Trecas' theory ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 × 106 N/mm², the deflection of the free end, is 5 mm 2 mm 3 mm 4 mm 5 mm 2 mm 3 mm 4 mm ANSWER DOWNLOAD EXAMIANS APP
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