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These formulae refer to the CPCA Concrete Design Handbook 2.85.13 Reinforcement Steel Area for Preliminary Calculations (Long Side) The following formulae are the second iteration for considering the reinforcement steel area which is required for preliminary calculations. Factored moment resistance. 1 = 0.003927 4.4 / fy or 1.7 fc f’c)] bd2 = 0.3.85 x 400 [1 – (0. The following formulae

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The commentary to the 1994 Canadian concrete code (CPCA 1995) suggests a stiffness value of 70% of the gross moment of inertia (Ig) of the wall section. The commentary to the 1995 New Zealand Standard (NZS 3101 1995) suggests much lower stiffness values. A wall subjected to axial compression of 10% of fc’ Ag is suggested to have half what is recommended in the CPCA Handbook (i.e. 0.35 Ig

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“This handbook supersedes the Metric design handbook for reinforced concrete elements, first published by the Canadian Portland Cement Association in 1978”–Foreword. Pt. 1 comprised of a reprint of CSA Standard CAN3-A23.3-M84, Design of concrete structures for buildings with explanatory notes.

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