Question: Problem 7 Design the cross - section of the timber beam Full working . . . . loaded as shown below. The timber used in

Problem 7 Design the cross-section of the timber beam
Full working ....
loaded as shown below. The timber
used in this beam has an allowable normal stress of 12MPa, and the allowable deflection at the
free end is 5mm. The distance from the free end of the beam to the start of the distributed
loading is 0.2m. Use E=10GPa.
amin=204mm
Problem 7 Design the cross - section of the

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