I've got a beam of Length 500mm under third point loading.(adsbygoogle = window.adsbygoogle || []).push({});

width = 100mm depth=100mm

Force at rupture is 6.627kN

change in length =0.000019m = 0.019mm

can someone help me with the Youngs modulus please

i'm getting 6.87 GPa... which seems a bit low for concrete? Although possible as i cast it myself!

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# Youngs Modulus Calculation

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