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Base Plate and Anchor Rod Design - construccionenacero.com

1 Steel Design GuideBase Plate and Anchor Rod DesignSecond Edition1 Base Plate andAnchor Rod DesignJAMES M. FISHER, , Structural Design , , WisconsinandLAWRENCE A. KLOIBER, Steel CompanyMinneapolis, MinnesotaA M E R I C A N I N S T I T U T E O F S T E E L C O N S T RU C T I O N , I N C .Second edition Steel Design GuideCopyright 2006byAmerican Institute of Steel Construction, rights reserved. This book or any part thereofmust not be reproduced in any form without thewritten permission of the information presented in this publication has been prepared in accordance with recognized engineering principles and is for general information only. While it is believed to be accurate, this information should not be used or relied upon for any specific application without compe-tent professional examination and verification of its accuracy, suitability, and applicability by a licensed professional engineer, designer, or architect.

2 / DESIGN GUIDE 1, 2ND EDITION / BASE PLATE AND ANCHOR ROD DESIGN The vast majority of building columns are designed for axial compression only with little or no uplift. For such col-umns, the simple column-base-plate connection detail shown in Figure 1.1 is sufficient. The design of column-base-plate

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Base Plate and Anchor Rod Design - Construcción …

www.construccionenacero.com

1 Base Plate and Anchor Rod Design JAMES M. FISHER, Ph.D., P.E. Computerized Structural Design, S.C. Milwaukee, Wisconsin and LAWRENCE A. KLOIBER, P.E.

  Design, Plate, Base, Anchor, Base plate and anchor rod design

Detailing Concrete Columns - construccionenacero.com

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Detailing Concrete Columns D esigners of concrete structures are typically concerned about the final design and not necessarily about how a specific concrete element gets built. In other words, engineers tend to avoid issues that are traditionally contractor “means and methods.” Yet, decisions made during the design process can have

  Concrete, Columns, Detailing, Detailing concrete columns

Design of Anchor Reinforcement in Concrete Pedestals

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The shear forces must be transferred to concrete pedestal. Strut-and-tie models can be used to analyze shear transfer to concrete pedestal. 4.1. What is the strut-and-tie models (STM)? A strut-and-tie model (STM) is an ultimate strength design method based on the

  Pedestal

Reinforcing Bar Details for Mat Foundations

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Fig. 3: Column dowels should be hooked and extended to the bottom mat of reinforcement to provide support Fig. 4: A schematic of an elevator pit. In a deep mat, a thickened slab may not be required local fabricator the maximum available stock length. Because a mat foundation requires long runs of straight bars, it’s recommended

  Hooked

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