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The steel in rolled structural steel piles shall conform to the requirements of Chapter 13-148, and shall be of “H” form. They shall comply with the following requirements.
(a) The flange projection shall not exceed 14 times the minimum thickness of metal in either the flange or the web;
(b) The nominal flange width shall be not less than eight inches;
(c) Flanges and webs shall have a minimum nominal thickness of three-eighths inch.
(Prior code § 70-10.1)