ACI SP 208 : 2002

PREFACE
Part 1: Introduction
Part 2: Derivation of strut and tie models for the
        2002 ACI Code
Part 3: Experimental verification of strut and tie models
Part 4: Examples
Example 1a: Deep beam design in accordance with ACI 318-2002
Example 1b: Alternative design for the non slender beam
            (deep beam)
Example 2: Dapped end T-beam supported by an inverted T-beam
Example 3.1: Corbel at column
Example 3.2: Double corbel
Example 4: Deep beam with opening
Example 5: Beam with indirect support and loading
Example 6: Prestressed beam
Example 7: Strut and tie model cable stayed bridge pier table
Example 8: High wall with two openings
Example 9: Pile Cap
Part 5: Modeling structural concrete with strut and tie models
        summarizing discussion of the examples as per Appendix
        A of ACI 318-2002

Presents several examples on the use of strut-and-tie models, in accordance with the new Appendix A to ACI 318/318R-02. Selected from papers presented at the 2002 ACI Fall Convention in Phoenix, Arizona, topics include deep beam design, beams with indirect support and loading, pile caps, and prestressed beams.