Table of Contents
1. Summarize the changes to the one-way reinforced concrete shear equations.
2. Describe the impact that member depth and low flexural reinforcement ratio have on concrete shear capacity.
3. Explain the changes to the two-way reinforced concrete shear equation.
4. Review the changes to strut-and-tie model provisions.
Printed / Hard Copy Products: The full and complete returned product will be accepted if returned within 60 days of receipt and in salable condition. A 20% service charge applies. Return shipping fees are the customer’s responsibility.
Electronic /Downloaded Products & Online Learning Courses: These items are not eligible for return.
Subscriptions These items are not eligible for return.
Exchanges: Contact ACI’s Customer Services Department for options (+1.248.848.3800 – ACICustomerService@concrete.org).