APA (7th ed.) Citation

Epstein, H. (2004). ACI 318-02 Beam Strain Limit of 0.004 versus 318-99 75% Balanced Steel. Practice Periodical on Structural Design & Construction, 9(2), 83. https://doi.org/10.1061/(ASCE)1084-0680(2004)9:2(83)

Chicago Style (17th ed.) Citation

Epstein, Howard. "ACI 318-02 Beam Strain Limit of 0.004 Versus 318-99 75% Balanced Steel." Practice Periodical on Structural Design & Construction 9, no. 2 (2004): 83. https://doi.org/10.1061/(ASCE)1084-0680(2004)9:2(83).

MLA (9th ed.) Citation

Epstein, Howard. "ACI 318-02 Beam Strain Limit of 0.004 Versus 318-99 75% Balanced Steel." Practice Periodical on Structural Design & Construction, vol. 9, no. 2, 2004, p. 83, https://doi.org/10.1061/(ASCE)1084-0680(2004)9:2(83).