Materials for Civil and Construction Engineers (4th Edition)
Materials for Civil and Construction Engineers (4th Edition)
4th Edition
ISBN: 9780134320533
Author: Michael S. Mamlouk, John P. Zaniewski
Publisher: PEARSON
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Chapter 10, Problem 10.20QP
To determine

The modulus of rupture and the apparent modulus of elasticity.

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A static center-point bending test was performed on a 50 X50 X760 mm wood sample according to ASTM D143 procedure (span between supports = 710 mm) If the maximum load was 2.67 kN, calculate the modulus of rupture.
SIZED-BOND PAPER. 1. A center-point bending test was performed on a 2 in x 4 in wood lumber according to ASTM D198 procedure with a span of 4 ft. and the 4 in side is positioned vertically. If the maximum load was 240 kips and the corresponding deflection at the mid-span was 2 in, calculate the modulus of rupture and the apparent modulus of elasticity
A static center-point bending test was performed on a 50mm x 50mm x 630mm wood sample according to ASTM D143 procedure. (span between supports = 600mm). If the maximum load was 2,500N, calculate the modulus of rupture of the wood.
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