A timber beam 100mmx200mm and 6m long has a steel plate 7mm thick rigidly attached at the bottom, with Ew = 690OMPa and Es = 200000MPA respectively. What is the maximum concentrated load P that can be placed at the center without causing in the timber flexural stress greater than 10MPA? Neglect the weight of the beam. See figure 05 below for the %3D %3D beam and section details.*

Q: Find the nominal moment strength capacity of the beam. (kN.m)

A:

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