"Sources" suggest the density of C16 is ~370Kg/m3
The cubic metreage of the 4800 x 250 x 75 beam is 0.090m3
"Therefore" the beam should have a mass of 370 * 0.09 = 33.3Kg
.... yet my timber supplier reckons it's too heavy to lift.
Where am I going wrong?
The cubic metreage of the 4800 x 250 x 75 beam is 0.090m3
"Therefore" the beam should have a mass of 370 * 0.09 = 33.3Kg
.... yet my timber supplier reckons it's too heavy to lift.
Where am I going wrong?