《结构力学测验样题库》5-力法(国外英文资料).doc

《结构力学测验样题库》5-力法(国外英文资料).doc

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《结构力学测验样题库》5-力法(国外英文资料)

《结构力学考试样题库》5-力法(国外英文资料) Structural mechanics problem sets Chapter v force method A, true-false -- -- 11 -- When the structure of the diagram is solved, the system of the two or four of the cutting rods is chosen as the basic structure. The essence of the typical equation of the force method is the equilibrium condition of the hyperstatic structure. 3, the structure of figure a, the basic structure of the method of drawing b, is the equation of force. As shown in figure a, the basic system of figure b and the coefficient of linear expansion is. The M diagram of the beam shown in figure a is shown in figure b as shown in figure b. The inverse force and internal force of the super-static structure under load are only related to the relative numerical value of the stiffness of the rods. In the case of temperature change and support motion, static definite and super-static structure have internal forces. In this diagram, the cross section of the beam AB is constant, the same as the chain rod, and when the EI is enlarged, the D bending moment of the cross section is enlarged. The symmetrical truss is shown here, the poles are the same. Second, the choice Figure a shows the structure, EI = constant, the basic system of figure b, and the following error is: A.; B.; C.; D.. In this diagram, the simple basic structure is: A. remove B and C. Change A support to A fixed hinge and remove the B seat. C. to change A seat to A sliding seat. D. change A support to fixed hinge, and B to complete hinge. 3, the diagram is structured as: A.; B.; C.; D.. In the equation of force: It is. The two newly built EI are constant, and they are EI = 1 and EI = 10. Arjun figure; B.M figure; C. D. the bending moment of a new frame is less than the corresponding section of the section. Third, fill in the blank (1) the number of hyperstatic times of the following structures is (1), (2), (3), (4), (5), (6), (7). (1), (2) (3) (5) (7), The left-hand side of the equation of the force equation , The righ

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