Aci 360r-10

By | 13.01.2019

Background information on design theories is followed by discussion of the types of slabs, soil-support systems, loadings, and jointing. Even with the best slab designs and proper construction, it is unrealistic to expect crack-free and curl-free floors. Design methods are given for unreinforced concrete, reinforced concrete, shrinkage-compensating concrete, post-tensioned concrete, fiber-reinforced concrete slabs-on-ground, and slabs-on-ground in refrigerated buildings, followed by information on shrinkage and curling. For a listing of and access to all product errata, visit the Errata page. Even with the best slab designs and proper construction, it is unrealistic to expect crack-free and curl-free floors.

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Appendix 5—Design example using shrinkagecompensating concrete. Errata are not included for collections or sets of documents such as the ACI Collection.

Post-tensioning to minimize cracking. This guide presents information on the design of slabs-on-ground, primarily industrial floors.

360R-10 Guide to Design of Slabs-on-Ground

It addresses the planning, design, and detailing of slabs. It addresses the planning, design, and detailing of slabs. Background information on design theories is followed by discussion of the types of slabs, soil-support systems, loadings, and jointing.

This guide presents information on the design of slabs-on-ground, primarily industrial floors.

Chapter 7—Design of unreinforced concrete slabs. Appendix 1—Design examples using Portland Cement Association method. Chapter 14—Reducing effects of slab shrinkage and curling. Appendix 7—Construction document information.

Every 306r-10 should be advised by the designer and contractor that it 3660r-10 normal to expect some cracking and curling on every project. Chapter 4—Soil support systems for slabs-on-ground. Every owner should be advised by the designer and contractor that it is normal to expect some cracking and curling on every project.

Even with the best slab designs and proper construction, it is unrealistic to expect crack-free and curl-free floors. The full and complete returned product will be accepted if returned within 60 days of receipt and in salable condition. Even with the best slab designs and proper construction, it is unrealistic to expect crack-free and curl-free floors. Post a Comment aprieztmkrdezign.

Equivalent tensile stress design.

R Guide to Design of Slabs-on-Ground

Design of Two-Way Slabs. Any applicable errata are included with individual documents at the time of purchase. Advantages and disadvantages of these ack design methods are provided, including the ability of some slab designs to minimize cracking and curling more than others. Advantages and disadvantages of these slab design methods are provided, including the ability of some slab designs to minimize cracking and curling more than others.

Please choose a product format.

ACI R Guide to Design of Slabs-on-Ground

Chapter 12—Structural slabs-on-ground supporting building code loads. Design methods are given for unreinforced concrete, reinforced concrete, shrinkage-compensating concrete, post-tensioned concrete, fiber-reinforced concrete slabs-on-ground, and slabs-on-ground in refrigerated buildings, followed by information on shrinkage and curling.

Chapter 11—Fiber-reinforced concrete slabs-on-ground. Design, Analysis, Construction, and Evaluation.

Background information on design theories is followed by discussion of the types of slabs, soil-support systems, loadings, and jointing. 360r-01 4—Slab design using post-tensioning.

ACI 360R-10 Guide to Design of Slabs-on-Ground

Choose Product Language English. For a listing of and access to all product errata, visit the Errata page.

Design examples are given. Design Guide for Twisting Moments in Slabs. Chapter 9—Design of shrinkage-compensating concrete slabs.

1 thoughts on “Aci 360r-10

  1. Gogami

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    Reply

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