Hamad Theory of Structures 28/08/2021A. E = 3K (1 – 2/m) B. E = 2N (1 + 1/m) C. (3/2)K (1 – 2/m) = N (1 + 1/m) D. All the aboveRelated Mcqs:The forces acting normally on the cross section of a bar shown in the given figure introduce_____________?A. Compressive stress B. Tensile stress C. Shear stress D. None of these...m1 and m2 are the members of two individual simple trusses of a compound truss. The compound truss will be rigid and determinate if__________________?A. m = m1 + m2 B. m = m1 + m2 + 1 C. m = m1 + m2 + 2 D. m = m + m + 3...The moment of inertia of a circular section about any diameter D, is______________?A. /64 B. 4/32 C. 3/64 D. 4/64...The maximum deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is______________?A. WL3/3EL B. WL3/8EL C. WL3/24EL D. WL3/48EL...The degree of indeterminacy of the frame in the given figure, is__________________?A. 1 B. 2 C. 3 D. Zero...
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