For the frame problems shown in Fig. P5.34, give (a) the transformed element matrices; (b) the assembled element matrices; and (c) the condensed matrix equations for the unknown generalized displacements and forces. Use the sign conventions shown in the figure below for global and element displacement (and force) degrees of freedom. The angle between the +ve x-axis and +ve -axis is measured in the clockwise sense.
Figure P5.34
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