[REQUEST] SP273 Further Examples for the Design of Structural Concrete with Strut-and-Tie Model

[majkyy]

If anybody has it, pls share this book. Thanx in advance.
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Karl-Heinz Reineck; Lawrence C. Novak

SP-273 Further Examples for the Design of Structural Concrete with Strut-and-Tie Model

Year of Publication: 2010
Number of Pages: 288
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This Special Publication contains 15 papers that were presented at technical sessions sponsored by Joint ACI-ASCE Committee 445, Shear and Torsion, at the 2010 ACI Spring Convention in Chicago, IL. Topics covered in the papers include an introduction to the method, design examples, common problems experienced in real design applications, additional guidance for use the strut-and-tie model (STM), and an assessment of existing requirements.

Contents: SP-273—1
Bridge Pier – Hammerhead Bent Cap
by R. Tuchscherer, M. Brown, and O. Bayrak
SP-273—2
Four-Column Bent Cap
by C. Williams, M. Brown, and O. Bayrak
SP-273—3
Strut-and-Tie Design and Detailing of a Foundation Grade Beam
by L. de Rooy, T. denHartigh, and R.B. Anderson
SP-273—4
Design of Prestressed End Regions
by D. Kuchma and T. Nagle
SP-273—5
Stepped Beam with Multiple Load Combinations
by M.F. Andermatt and A.S. Lubell
SP-273—6
Transfer Girder with Asymmetric Loading
by A.S. Lubell and K. Habel
SP-273—7
Dapped-end Double-Tee Beam with Curved-Bar Nodes
by G. Klein
SP-273—8
Evaluation of Prestressed Dapped Girder Ends with Cazaly Hangers
by K. Habel, M.F. Andermatt, and A.S. Lubell
SP-273—9
Design of Two Link Beams of a Medium-Rise Building
by H. Bouadi and A. Wahidi
SP-273—10
Large Propped Cantilever Beam with Opening
by D. Kuchma, S. Yindeesuk, and T. Tjhin
SP-273—11
Deep Pile Cap with Tension Piles
by Widianto and O. Bayrak
SP-273—12
Diaphragm for a Segmental Concrete Bridge
by R.J. Beaupre, R.B. Anderson, and V. Bridges
SP-273—13
Diaphragm for Extradosed Cable Stayed Bridge
by T.J. Kirkpatrick and R.B. Anderson
SP-273—14
Importance of Reinforcement Detailing
by D. Mitchell, W.D. Cook, and T. Peng
SP-273—15
Strut-and-Tie Models Versus Sectional Shear Design: A Discussion Contribution
by K.-H. Reineck