Posted: Sep 23, 2007 under Math & Science

Description: Design Flexural Strength of a Rectangular Concrete Sections with a Single Layer of Tension Reinforcement Only, minimum and maximum reinforcement per ACI 318-02, other code results may vary. Maximum reinforcement ratio changed from 75% balanced to a strain limit of 0.005 for Tension-Controlled Sections in the 2002 ACI code