is there a formula for easily calculating the dead load of a building with a 100mm brick outer leaf, 75mm cavity and 100mm block work inner leaf. I have tried to calculate the dead load by calculating the weight of all the masonry work(m3)in kg then converting it to a force by multiply by 9.81 to get kN. To get dead load i have then divided total weight by total building area(M2. Does this sound right i have a figure of 1.7 kn/m2 or am way off the right method. Any help appriciated