ACI R – Guide for Design of Slab-Column Connections in Monolithic Reinforced Concrete Structures [ACI] on *FREE* shipping on. ACI R Guide for Design of Slab-Column Connections in Monolithic Reinforced Concrete Structures. standard by American Concrete. ACI Committee Reports, Guides, Standard Practices, and. Commentaries are Recommendations are made elsewhere (ACI R) for R normally .

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R Guide for Design of Slab-Column Connections in Monolithic Concrete Structures

Commentary is set in italics. However, remote access to EBSCO’s databases from non-subscribing institutions is not allowed if the purpose of the use is for commercial gain through cost adi or avoidance for a non-subscribing institution. Copyright Compu-tecture, Inc.

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Design recommendations are set in standard type. Remember me for one month. Write a customer review. This guide provides recommendations for determining proportions and details of monolithic reinforced and post-tensioned concrete slab-column connections.

Learn more about Amazon Prime. The basic requirements for punching shear in concrete slabs are the same in the ACI code and the guides ACI Choose Product Language English.

A commentary is provided to clarify the recommendations and identify reference material. ComiXology Thousands of Digital Comics. English Choose a language for shopping. Any applicable errata are included with individual documents at the time of purchase. Read more Read less.

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352.1R-11: Guide for Design of Slab-Column Connections in Monolithic Concrete Structures

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Design of Concrete Slabs for Punching Shear: Controversial Concepts.

Withoutabox Submit to Film Festivals. The comparisons, the discussions, and the recommendations in the present paper could improve future editions of the code and the guides to enhance safety and effectiveness of shear reinforcement.

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Included are recommendations regarding appropriate uses of slab-column connections in structures resisting gravity and lateral forces; procedures for determination of connection load-carrying capacity; and reinforcement details to achieve adequate strength, ductility, and structural integrity. However, the equations and the details 352.1r-11 the shear reinforcement to satisfy the basic requirements are different in ACI