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4) (25p) 18 cm 18 cm 3 2 cm Mx G 16 cm x- y ** 10 cm 2 cm 10 cm 2 cm

4) (25p) 18 cm 18 cm 3 2 cm Mx G 16 cm x- y ** 10 cm 2 cm 10 cm 2 cm A bending moment of magnitude Mx = (6+ K) kNm acts on the beam section in the figure. Draw the normal stress diagram in the section.

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