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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 beam method (Figure 3). E=200GPa I=1.6x10mm 10kN/m B Figure 3 A7 EI 2EI 2EI D 5m 10m 8m
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
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