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CP 110 For the design of flexural members, it is normally necessary to make use of the charts contained in Part 2 of this Code. For those engineers who prefer to use their own calculations rather than charts provided, here is a method suggested by Mr N. Thurgood: To design a beam or slab to CP 110 one has to refer to one of the 42 charts of Part 2 or use the formulae in clause, usually using a chart to find the lever arm, z. Verulam