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The rigidly jointed frame shown in Figure has bending stiffnesses such that EIAB = 1000kNm2 and EIBC = EICD = 1600kNm2.
(i) Determine the joint rotations at B and C.
(ii) Hence, plot a bending moment diagram for the frame stating principal values.
(iii) Sketch a displaced shape for the frame.
The cross-section of two angles attached together are shown on the left below. The properties of angles are given in the table with reference to the diagram on the right. The ma
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