SO my beam has a UDL applied so I've taken the deflection formula: ∆=(5*w*L^4)/(384*E*I)
I've calculated the second moment of area of the steel section and the second moment of area of the concrete area.
Im thinking I should plug them into the deflection equation like this...
For my surveying class I have been given the following exercise on mass haul:
Chainage (m) Volume(m^3)
0 0
200 -13800
400 -5000
600 +2000
800 +16800
1000 +12000
1200 +5000...