A center-point bending test was performed on a 50 mm * 100 mm woodlumber according to ASTM D198 procedure with a span of 1.2 m and the102 mm side is positioned vertically. If the maximum load was 1068 kNand the corresponding deflection at the mid-span was 61 mm, calculatethe modulus of rupture and the apparent modulus of elasticity. See Experiment No. 30 for equations.

Structural Analysis
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Chapter2: Loads On Structures
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A center-point bending test was performed on a 50 mm * 100 mm wood
lumber according to ASTM D198 procedure with a span of 1.2 m and the
102 mm side is positioned vertically. If the maximum load was 1068 kN
and the corresponding deflection at the mid-span was 61 mm, calculate
the modulus of rupture and the apparent modulus of elasticity. See Experiment No. 30 for equations.

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