For the box beam shown in Fig. if the modulus of elasticity E = 200 GPa, the flexural stresses at free end for point (a) is %3D MPа * 120mm 16.2KN 16.2KN 10.2kN/m 1m 3m 1m thickness of walls = 30 mm cross section Your answer For the box beam shown in Fig. if the modulus of elasticity E = 200 GPa, the flexural shearing stresses at free end for point (b) is . MPa * 120mm 60mm

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