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Classification Based on Modulus of Elasticity:
Young's modulus is resolute by conducting bending test. On this basis timber is classified as following:
Group A: E = 12.5 kN/mm2
Group B: E = 9.8 kN/mm2 to 12.5 kN/mm2
Group C: E = 5.6 kN/mm2 to 9.8 kN/mm2.
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• Applied loads result in internal forces consisting of a shear force (from the shear stress distribution) and a bending moment (from the normal stress distribution) • Bending s
for the plane area shown determine the first moments with respects to the x & y axis & the location of the centroid
Loads
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