CMU11 Ver 2013.04.30 CMU SLENDER WALL (ACI 530-11) www.struware.com DESCRIPTION:CMACN Example 5.5.3 (CMACN example uses per ft of wall, therefore need to divide 24' strip width results below by 2) PANEL PROPERTIES LOADING Wall Height: h = 20.00 ft f'm = 1,500 psi Lateral Loading plf Ms ('lb). (TMS 402-08/ACI 530-08/ASCE 5-08) Reported by the Masonry Standards Joint Committee (MSJC) Richard E. Klingner Chair Jason J. Thompson Secretary Voting Members of Main Committee1: Daniel P. Abrams Ronald E. Barnett Richard M. Bennett Frank Berg David T. Gregg Borchelt Russell H. Brown Robert N Chittenden John Chrysler. Building Code Requirements and Specification for Masonry Structures contains two standards and their commentaries: Building Code Requirements for Masonry Structures (TMS 402-11/ACI 530-11/ASCE 5-11) end Specification for Masonry Structures (TMS 602-Il/ACE 530.1-11/ASCE 6-11). These standards are produced through the joint efforts of The Masonry Society (TMS), the American Concrete Institute. REVISION NO.: 0 EXAMPLE ACI 530-11 Masonry Wall-002 - 1 EXAMPLE ACI 530-11 Masonry Wall-002 P-M INTERACTION CHECK FOR WALL EXAMPLE DESCRIPTION The Demand/Capacity ratio for a given axial loading and moment is tested in this example. The wall is reinforced as shown below.
ACI-530/530.1-11: Building Code Requirements and Specification for Masonry Structures and Related Commentaries edition represents a major update from the former edition both in technical requirements and in layout. The Code and Specification are written as legal documents so that they may be adopted by reference in general building codes. The Code covers the design and construction of masonry structures, with subjects covered ranging from quality assurance to the details and development of reinforcement. Compliance with the Specification is required by the Code to control materials, labor and construction. The commentaries present background details, committee considerations, and research data used to develop the Code and Specification. The Commentaries are not mandatory and are for information only.
Many revisions and enhancements have been made including:
- a recalibration of allowable stresses;
- the addition of provisions for infill masonry; and
- a refinement of the quality assurance/special inspection provisions for masonry that includes references to relevant requirements for each inspection task.
(TMS 402-11/ACI 530-11/ASCE 5-11) (TMS 602-11/ACI 530.1-11/ASCE 6-11)
OVERVIEW
Building Code Requirements for Masonry Structures (TMS 402-11/ACI 530-11/ASCE 5-11)
Specification for Masonry Structures (TMS 602-11/ACI 530.1-11/ASCE 6-11)
Chapter 1 General Design Requirements for Masonry
Chapter 2 Allowable Stress Design of Masonry
Chapter 3 Strength Design of Masonry
Chapter 4 Prestressed Masonry
Chapter 5 Empirical Design of Masonry
Chapter 6 Veneer
Chapter 7 Glass Unit Masonry
Aci 530 11 Pdf Download
Chapter 8 Strength Design of Autoclaved Aerated Concrete (AAC) Masonry
Appendix B Design of Masonry Infill
Conversion of inch-pound units to si units
Reference for the code commentary
DETAILS
Author: Joint ACI/ASCE/TMS
Publication Year: 2011
Pages: 319
ISBN: 9781929081363
Categories: Codes, Masonry
Formats: Printed Document or Protected PDF
Concrete and Masonry Systems
Masonry Construction Assemblies
Masonry Construction Assemblies
Masonry Construction Assemblies
Masonry Structures
Specification for Masonry Structures
Masonry Designers
Specifications for Masonry Structures
Masonry Field