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3. For a single element beam as shown in figure below, its equivalent nodal load matrix should be V W T T WL wĽ² WL wL² WL A) {- B) 2 12 2 12 2 wĽ² WL WL C) D) {W/² 12 2 2 WL 2 WL 2 L- WL² 12 wL² WL 12 2 0 o}" wL² 12