Design of Formwork for Building Loads
Self load shall be determined by either actual measurement or in accordance with IS 875 (Part I) the unit weight of wet concrete including reinforcement shall be taken as 26 kN/m². However, in absence of the data, load may be assumed as 500 N/M2 for the purpose of initial calculations. Loads during constructional operation shall constitute the imposed loads [see IS 875 (Part 2 ) Where