3. Determine the slope at C and deflection at D of the propped cantilever with an internal hinge at B using conjugate be
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3. Determine the slope at C and deflection at D of the propped cantilever with an internal hinge at B using conjugate be
3. Determine the slope at C and deflection at D of the propped cantilever with an internal hinge at B using conjugate beam method (Figure 3). E=200GPa I=1.6x109 mm 10kN/m B Figure 3 Af EI 2ΕΙ 2ΕΙ D 5nr 10m 8m
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