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Masonry exposed to chlorides

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ACI 318 Chapter 4 specifies a minimum f’c of 5000 psi for concrete exposed to chlorides.

Does anyone know of similar guidance in ACI 530 for reinforced concrete masonry?

 

Christopher Banbury, PE

President

 

Ark Engineering, Inc.

PO Box 10129, Brooksville, FL 34603

22 North Broad ST, Brooksville, FL 34601

Phone: (352) 754-2424

Fax: (352) 754-2412

www.arkengineering.net