- #1
ar202
- 45
- 0
I've got a beam of Length 500mm under third point loading.
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!
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!