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Engineering · Civil Engineering
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Question 1 Show by physical argument that the frame shown in Figure 1 will buckle in an 8 marks] The members of the rigidly jointed plane frame of Figure 1 are inextensible and (a) anti-symmetric mode. (b) have the flexural rigidities and lengths shown. (i) Develop the frame stiffness matrix for both symmetric and anti-symmetric mode behaviour. [12 marks] (i) Determine the lowest elastic critical load factor corresponding to the anti- symmetric mode developed in (i) above. Take W -mE/12 [5 marks] Aw 3El EI EI L. 4L FIGURE 1

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