A wood specimen having a square cross section of 50 mm * 50 mm (actual
dimensions) was tested in bending by applying a load at the middle of the
span, where the span between the simple supports was 700 mm The deflection
under the load was measured at different load levels as shown in Table P10.23.
a. Using a computer spreadsheet program plot the load–deflection
relationship.
b. Plot the proportional limit on the graph.
c. Calculate the modulus of rupture (flexure strength).
d. Does the modulus of rupture computed in (c) truly represent the extreme
fiber stresses in the specimen? Comment on the assumptions used to
compute the modulus of rupture and the actual response of the wood
specimen.
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