E702.1-06 Allowable-Stress Design of Reinforced Concrete Masonry Shear Wall

E702.1-06 Allowable-Stress Design of Reinforced Concrete Masonry Shear Wall

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Description

The design example, “Allowable-Stress Design of Reinforced Concrete Masonry Shear Wall,” uses the allowable-stress provisions of the 2005 MSJC Code (ACI 530) to design a reinforced concrete masonry shear wall. The example is also shown in SI Units.

ACI Committee E702, “Designing Concrete Structures Committee,” is part of the ACI Educational Committee structure. Their mission is to develop educational programs and instructional materials within the area of design. The committee has developed various design examples to illustrate the use of various ACI documents. These examples provide step-by-step calculations with references to applicable code provisions for common member design problems, and may also include calculations for common concrete testing procedures, field data analysis, or evaluations.

Document Details

Author: ACI Committee E702

Publication Year: 2017

Pages: 0

ISBN:

Categories: Design, Walls

Formats: PDF

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 Manual of Concrete Practice (MCP). For a listing of and access to all product errata, visit the Errata page.

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