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ACI 530/530.1 : Building Code Requirements and Specification for Masonry Structures
سازمان: ACI - American Concrete Institute
کلید واژه: AAC , masonry allowable stress design , anchors (fasteners) , anchorage (structural) , autoclaved aerated concrete masonry , beams , building codes , cements , clay brick , clay tile , columns , compressive strength , concrete block , concrete brick , construction , detailing , empirical design , flexural strength , glass units , grout , grouting , joints , loads (forces) , masonry cements , masonry load bearing walls , masonry mortars , masonry walls , modulus of elasticity , pilasters , prestressed masonry , quality assurance , reinforced masonry , reinforcing steel , seismic requirements , shear , specifications , splicing , strength , strength design , stresses , structural analysis , structural design , ties , unreinforced masonry , veneers , walls
سال: 2011
زبان: English
قیمت: 425000 تومان
Minimum requirements
This Code provides minimum requirements for the structural design and construction of masonry elements consisting of masonry units bedded in mortar.
Governing building code
This Code supplements the legally adopted building code and shall govern in all matters pertaining to structural design and construction of masonry elements, except where this Code is in conflict with requirements in the legally adopted building code. In areas without a legally adopted building code, this Code defines the minimum acceptable standards of design and construction practice.
Design procedures
Masonry structures and their component members shall be designed in accordance with the provisions of this Chapter and one of the following:
(a) Allowable Stress Design of Masonry: Chapter 2.
(b) Strength Design of Masonry: Chapter 3.
(c) Prestressed Masonry: Chapter 4.
(d) Empirical Design of Masonry: Chapter 5.
(e) Veneer: Chapter 6.
(f) Glass Unit Masonry: Chapter 7.
(g) Strength Design of Autoclaved Aerated Concrete (AAC) Masonry: Appendix A.
(h) Masonry Infill, Appendix B.
SI information
SI values shown in parentheses are not part of this Code. The equations in this document are for use with the specified inch-pound units only. The equivalent equations for use with SI units are provided in Conversion of Units on Page C-201.
ACI 530/530.1 : Building Code Requirements and Specification for Masonry Structures
سازمان: ACI - American Concrete Institute
کلید واژه: AAC , masonry allowable stress design , anchors (fasteners) , anchorage (structural) , autoclaved aerated concrete masonry , beams , building codes , cements , clay brick , clay tile , columns , compressive strength , concrete block , concrete brick , construction , detailing , empirical design , flexural strength , glass units , grout , grouting , joints , loads (forces) , masonry cements , masonry load bearing walls , masonry mortars , masonry walls , modulus of elasticity , pilasters , prestressed masonry , quality assurance , reinforced masonry , reinforcing steel , seismic requirements , shear , specifications , splicing , strength , strength design , stresses , structural analysis , structural design , ties , unreinforced masonry , veneers , walls
سال: 2011
زبان: English
قیمت: 425000 تومان
Minimum requirements
This Code provides minimum requirements for the structural design and construction of masonry elements consisting of masonry units bedded in mortar.
Governing building code
This Code supplements the legally adopted building code and shall govern in all matters pertaining to structural design and construction of masonry elements, except where this Code is in conflict with requirements in the legally adopted building code. In areas without a legally adopted building code, this Code defines the minimum acceptable standards of design and construction practice.
Design procedures
Masonry structures and their component members shall be designed in accordance with the provisions of this Chapter and one of the following:
(a) Allowable Stress Design of Masonry: Chapter 2.
(b) Strength Design of Masonry: Chapter 3.
(c) Prestressed Masonry: Chapter 4.
(d) Empirical Design of Masonry: Chapter 5.
(e) Veneer: Chapter 6.
(f) Glass Unit Masonry: Chapter 7.
(g) Strength Design of Autoclaved Aerated Concrete (AAC) Masonry: Appendix A.
(h) Masonry Infill, Appendix B.
SI information
SI values shown in parentheses are not part of this Code. The equations in this document are for use with the specified inch-pound units only. The equivalent equations for use with SI units are provided in Conversion of Units on Page C-201.
