Table of 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