How to calculate Flexural Tensile Strength?
I have a concrete beam with dimensions 1m long x 0.07m wide x 0.12m deep
It weighs 20.5Kg, and broke under a load of 110.1Kg.
The beam was placed between 2 points (the 2 points were 0.975m apart) and the load was placed in the centre (487.5mm from either end)
I need to need to calculate the maximum bending tensile strength allowing for the effect of the self weight, ie a UDL is applied as well as the concentrated load.
Any help would be appreciated, thanks in advance