Home > Store > ProductDetail

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

Price: $ 97.50 USD

ALSO AVAILABLE IN:

New and Archived Symposium Volumes - Digital Subscription

Choose Product Language

Choose Product Units


Choose Product Format

ALSO AVAILABLE IN:

New and Archived Symposium Volumes - Digital Subscription

Notes/Preview

Note: The individual papers are also available as .pdf downloads. Please click on the following link to view the papers available, or call 248.848.3800 to order.

PURCHASE INDIVIDUAL PAPERS

Editors: Karl-Heinz Reineck and Lawrence C. Novak

Sponsored by Joint ACI-ASCE Committee 445

Description

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.

 

Document Details

Publication Year: 2010

Pages: 288

ISBN: 9780870313929

Categories: Design

Formats: Printed Document or PDF

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

ERRATA INFO

Any applicable errata are included with individual documents at the time of purchase. Errata are not included for collections or sets of documents such as the ACI Collection. For a listing of and access to all product errata, visit the Errata page.

Return/Exchange Policy

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).

Related Products