Aci 530-13 pdf free download

Aci 530-13 pdf free download

Aci 530-13 pdf free download,Related Products

Web4/01/ · The edition can be purchased through the ACI Store, as well as other historical editions. Building Code Requirements for Masonry Structures. The Specification covers WebACI /, “Building Code Requirements and Specification for Masonry Structures and Companion Commentaries, ” is a joint document between ACI, The Masonry Society WebACI /, “Building Code Requirements and Specification for Masonry Structures and Companion Commentaries,” is a joint document between ACI, The Masonry Society Web3/12/ · Download Here - blogger.com (Copy and Paste Link) This Specification is meant to be modified and referenced in the Project Manual. The Code is written as a WebAci 13 Pdf Free Download High Quality ⏭ - Wakelet avconlouta @avconlouta 5 items Aci 13 Pdf Free Download High Quality ⏭ No items have been added yet! ... read more

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 ACI Collection. For a listing of and access to all product errata, visit the Errata page. ACI CODE On-Demand Course: How to Design and Construct Concrete and Masonry to Comply with New Energy Codes. On-Demand Course: FRP Systems for Strengthening Masonry Structures. ACI PRC Guide to Thermal Properties of Concrete and Masonry Systems. On-Demand Course: Introduction to the New ACI R Guide to Thermal Properties of Concrete and Masonry Systems. ALSO AVAILABLE IN: ACI Collection of Concrete Codes, Specifications, and Practices - Digital Subscription. Choose Product Language English. Aci pdf download. a guest. Dec 3rd, Add comment. Not a member of Pastebin yet? Sign Up , it unlocks many cool features! text 0. raw download clone embed print report.

This Specification is meant to be modified and referenced in the Project Manual. masonry, unless the only cement in the grout Ice is permitted in the mixing water prior to use. is Type III portland cement. Do not permit ice in the mixing water when d. constructed masonry temperature above 32°F 3. Protection — When the mean daily temperature 0°C for at least 24 hr after being completed exceeds °F Extend time period to 48 hr for until damp, at least three times a day until the grouted masonry, unless the only cement in masonry is three days old. Wire, strands, and bars not specifically listed in 2.

Article 2. Bars and wires of less than ksi MPa 2. Comply with the other requirements of Article 2. Do not use a. The stress relaxation properties have been admixtures unless acceptable. assessed by tests according to ASTM E for the maximum permissible stress in the tendon. Other non-stress-related requirements of Code 2. Provide concrete masonry units that conform to Chapter 4 addressing prestressing tendons are ASTM C 55, C 73, C 90, C , or C as specified. Provide clay or shale masonry units that 2. Joint reinforcement conform to ASTM C 34, C 56, C 62, C , C , 1.

Provide joint reinforcement that conforms to C , C , or C or to ANSI A Maximum spacing of cross wires in specified. ladder-type joint reinforcement and of points of 2. Provide stone masonry units that conform to connection of cross wires to longitudinal wires of ASTM C , C , C , C , or C , as truss-type joint reinforcement shall be 16 in. Deformed reinforcing wire — Provide deformed 2. Provide hollow glass units that are partially reinforcing wire that conforms to ASTM A evacuated and have a minimum average glass face 3. Provide solid glass block that conforms to one of the following units when required. Provide units in which the surfaces specifications: intended to be in contact with mortar are treated with a. ASTM A polyvinyl butyral coating or latex-based paint. Do not use b. ASTM A reclaimed units. Anchors, ties, and accessories — Provide 2.

Reinforcing steel — Provide deformed 1. Plate and bent bar anchors Sheet metal anchors and ties Wire mesh ties ASTM A 2. Wire ties and anchors ASTM A 82 3. Anchor bolts ASTM A , Grade A 4. Panel anchors for glass unit masonry — Provide 5. Prestressing tendons rows of elongated holes, galvanized after 1. Provide prestressing tendons that conform to one fabrication. of the following standards, except for those permitted in Articles 2. Stainless steel —Stainless steel items shall be a. ASTM A AISI Type or Type , and shall conform to the b. Low-relaxation wire ASTM A following: c. Joint reinforcement ASTM A d. Low-relaxation strand ASTM A e. ASTM A 4. Coatings for corrosion protection — Unless a Results of tests on fresh and hardened otherwise required, protect carbon steel joint prestressing grout — prior to beginning reinforcement, ties, and anchors from corrosion by grouting operations, or galvanizing or epoxy coating in conformance with the b Prior documented experience with similar following minimums: materials and equipment and under 1.

Galvanized coatings: comparable field conditions. Mill galvanized coatings: 2 Use portland cement conforming to ASTM 1 Joint reinforcement C , Type I, II, or III, that corresponds to ASTM A 0. grout was based. ASTM A Coating Designation G60 3 Use the minimum water content necessary for b. Hot-dip galvanized coatings: proper pumping of prestressing grout; 1 Joint reinforcement, wire ties, and wire however, limit the water-cement ratio to a anchors maximum of 0. ASTM A 1. set due to delayed use. and form indicated ASTM A or ASTM A , Class B known to be harmful to masonry materials and 2. Epoxy coatings: reinforcement. ASTM A Class B 2.

Unbonded tendons — Coat unbonded tendons with Type 2 — 18 mils µm a material complying with Article 2. covered with a sheathing complying with Article ASTM A Class C — 20 mils µm 2. Acceptable materials include a corrosion- c. Sheet metal ties and anchors inhibiting coating material with a tendon covering Provide continuous tendon sheathing over the entire tendon length to prevent loss of coating 2. Corrosion protection for tendons — Protect materials during tendon installation and stressing tendons from corrosion when they are in exterior walls procedures. Provide a sheathing of medium or exposed to earth or weather or walls exposed to a mean high density polyethylene or polypropylene with relative humidity exceeding 75 percent corrosive the following properties: environment. Select corrosion protection methods for 1 Sufficient strength to withstand damage during bonded and unbonded tendons from one of the following: fabrication, transport, installation, and 1.

Bonded tendons — Encapsulate bonded tendons in tensioning. corrosion resistant and watertight corrugated ducts 2 Watertightness over the entire sheathing complying with Article 2. Fill ducts with length. prestressing grout complying with Article 2. Ducts — High-density polyethylene or polypro- softening over the anticipated exposure pylene. temperature range and service life of the 1 Use ducts that are mortar-tight and non-reactive structure. with masonry, tendons, and grout. sheathing thickness of not less than 0. In corrosive environments, a grouted are exposed to temperatures below sheathing thickness of not less than 0. freezing prior to grouting. greater than the maximum diameter of the b. Prestressing grout tendon. Protect anchorages, couplers, and end fittings tendon. against corrosion. Provide a corrosion-inhibiting coating material 4. Protect exposed anchorages, couplers, and end with the following properties: fittings to achieve the required mechanical 1 Lubrication between the tendon and the protection and fire rating for the element as sheathing.

specified by local building codes. Unless otherwise required, provide contraction anticipated temperature of exposure. joint material that conforms to one of the following 4 Chemically stable and nonreactive with the standards: tendon, sheathing material, and masonry. ASTM D , M2AA Rubber shear keys 5 An organic coating with appropriate polar- with a minimum durometer hardness of moisture displacing and corrosion-preventive 2. ASTM D , Type PVC PVC shear keys additives. with a minimum durometer hardness of ASTM C coating material per ft Unless otherwise required, provide expansion material per m of 0. Use a sufficient 2. ASTM D amount of coating material to ensure filling of 3. ASTM D , Class 2A1.

the annular space between tendon and sheathing. Asphalt emulsion — Provide asphalt emulsion 7 Extend the coating over the entire tendon as follows: length. Metal surfaces ASTM D , Type II 8 Provide test results in accordance with Table 6 2. Porous surfaces.. ASTM D , Type III, Class 1 for the corrosion-inhibiting coating material. Masonry cleaner 3. Alternative methods of corrosion protection that 1. Use potable water and detergents to clean provide a protection level equivalent to Articles masonry unless otherwise acceptable. Stainless steel 2. Unless otherwise required, do not use acid or prestressing tendons or tendons galvanized caustic solutions. according to ASTM A , Class B, are acceptable alternative methods. If galvanized, 2. Joint fillers — Use the size and shape of joint further evidence must be provided that the coating fillers specified.

will not produce hydrogen embrittlement of the steel. Mortar 2. Prestressing anchorages, couplers, and end 1. Mix all cementitious materials and aggregates blocks between 3 and 5 min. in a mechanical batch mixer 1. Provide anchorages and couplers that develop at with a sufficient amount of water to produce a least 95 percent of the specified breaking strength workable consistency. Unless acceptable, do not of the tendons or prestressing steel when tested in hand mix mortar. Maintain workability of mortar an unbonded condition, without exceeding by remixing or retempering. Discard all mortar anticipated set. which has begun to stiffen or is not used within 2. Enclose with housing that permits anticipated movements of the couplers during stressing. S MANUAL OF CONCRETE PRACTICE Table 6 — Performance specification for corrosion-inhibiting coating Test Test Method Acceptance Criteria Dropping Point, °F °C ASTM D or Minimum Chlorides, ppm maximum ASTM D 10 b.

Nitrates, ppm maximum 10 c. The coated beaker is filled with approximately The water extraction is tested by the noted test procedures for the appropriate water soluble ions. Results are reported as ppm in the extracted water. Limit the maximum percentage of mineral oxide 5. The minimum inside bend diameter for other bars or carbon black job site pigments by weight of is as follows: cement as follows: a. Pigmented portland cement-lime mortar diameters 1 Mineral oxide pigment 10 percent b. Pigmented mortar cement mortar 6. Provide standard hooks that conform to the 1 Mineral oxide pigment 5 percent following: 2 Carbon black pigment 1 percent a.

A standard degree hook: degree bend c. A standard degree hook: a degree bend 3. Do not use admixtures containing more than 0. Glass unit masonry — Reduce the amount of c. A standard 90 degree hook: 90 degree bend water to account for the lack of absorption. Do not plus a minimum extension of 12 bar diameters. retemper mortar after initial set. Discard unused d. Grout 7. Fabricate joint reinforcement, anchors, and ties in 1. Unless otherwise required, proportion and mix accordance with this Specification and with the grout in accordance with the requirements of published specifications of the accepted ASTM C Unless otherwise required, mix grout to a consistency that has a slump between 8 and 11 in.

Prefabricated masonry and mm. Unless otherwise required, provide prefabricated masonry that conforms to the provisions of ASTM 2. Reinforcement 2. Unless otherwise required, provide prefabricated 1. Fabricate bars used in masonry reinforcement in masonry lintels that have an appearance similar to accordance with the fabricating tolerances of ACI the masonry units used in the wall surrounding each lintel. Unless otherwise required, bend bars cold and do 3. Mark prefabricated masonry for proper location not heat bars. and orientation. The minimum inside diameter of bend for stirrups shall be five bar diameters. Do not bend Grade 40 bars in excess of degrees.

The minimum inside diameter of bend is five bar diameters. S MANUAL OF CONCRETE PRACTICE PART 3 — EXECUTION 3. Construct cleanouts with an opening of sufficient 3. Prior to the start of masonry construction, the size to permit removal of debris. The minimum Contractor shall verify: opening dimension shall be 3 in. That foundations are constructed with tolerances 3. After cleaning, close cleanouts with closures conforming to the requirements of ACI braced to resist grout pressure. That reinforcing dowels are positioned in accordance with the Project Drawings. Bond pattern — Unless otherwise required, 3. If stated conditions are not met, notify the construct masonry in running bond pattern. Placing mortar and units 3. Bed and head joints — Unless otherwise required, 3. bond at the time mortar or grout is placed. accepted as being satisfactory without cleaning or 6.

brushing provided the dimensions and weights, including Provide glass unit masonry bed and head joint heights of deformations, of a cleaned sample are not less thicknesses in accordance with Article 3. than required by the ASTM specification covering this Construct joints that also conform to the reinforcement in this Specification. following: a. Fill holes not specified in exposed and below 3. Prior to placing masonry, remove laitance, grade masonry with mortar. loose aggregate, and anything else that would prevent b. Unless otherwise required, tool joint with a mortar from bonding to the foundation.

round jointer when the mortar is thumbprint 3. Wetting masonry units hard. Concrete masonry — Unless otherwise required, c. do not wet concrete masonry units before laying. Clay or shale masonry — Wet clay or shale grouted. masonry units having initial absorption rates in 2. Collar joints — Unless otherwise required, solidly excess of 1 g per min. per in. ASTM C 67, so the initial rate of absorption will 3. Hollow units — Place hollow units so: not exceed 1 g per min. Face shells of bed joints are fully mortared. per mm2 when the units are used. Lay wetted b. Webs are fully mortared in all courses of piers, units when surface dry.

Do not wet clay or shale columns and pilasters, in the starting course on masonry units having an initial absorption rate less foundations, and when necessary to confine than 0. grout or loose-fill insulation. per mm2. Head joints are mortared, a minimum distance from each face equal to the face shell thickness 3. Debris — Construct grout spaces free of mortar of the unit. dropping, debris, loose aggregates, and any material d. Vertical cells to be grouted are aligned and deleterious to masonry grout. unobstructed openings for grout are provided in 3. Reinforcement — Place reinforcement and ties accordance with the Project Drawings. in grout spaces prior to grouting. Solid units — Unless otherwise required, solidly fill bed and head joints with mortar and: 3. Cleanouts — Provide cleanouts in the bottom a. Do not fill head joints by slushing with mortar. course of masonry for each grout pour, when the grout b. Construct head joints by shoving mortar tight pour height exceeds 5 ft 1.

against the adjoining unit. Construct cleanouts so that the space to be grouted c. Do not deeply furrow bed joints. can be cleaned and inspected. In solid grouted masonry, space cleanouts horizontally a maximum of 32 in. Glass units 4. Place horizontal pipes and conduits in and parallel a. Apply a complete coat of asphalt emulsion, not to plane of walls. Install and secure connectors, flashing, weep bases. holes, weep vents, nailing blocks, and other b. Lay units so head and bed joints are filled accessories. Do not furrow mortar. Install movement joints. Unless otherwise required, construct head and 7. The bed joint thickness tolerance shall be electrolytic action between aluminum and steel.

Do not cut glass units. All units 3. Site tolerances — Erect masonry within the a. Place clean units while the mortar is soft and following tolerances from the specified dimensions. Remove and relay in fresh mortar any 1. Dimension of elements unit disturbed to the extent that initial bond is a. In cross section or elevation broken after initial positioning. Except for glass units, cut exposed edges or b. Mortar joint thickness faces of masonry units smooth, or position such bed When the bearing of a masonry wythe on its glass unit masonry see Article 3. Grout space or cavity width, except for masonry walls passing framed construction 3. Placing adhered veneer 1. Brush a paste of neat portland cement on the Elements 2.

Apply Type S mortar to the backing and to the a. Variation from level: veneer unit. bed joints 3. Tap the veneer unit into place, completely filling The resulting thickness of the mortar Variation from plumb 4. Tool the mortar joint with a round jointer when Prefabricated concrete and masonry items — Erect prefabricated concrete and masonry items in c. True to a line accordance with the requirements. Embedded items and accessories — Install Construct chases as masonry units are laid. Alignment of columns and walls 2. Install pipes and conduits passing horizontally bottom versus top through nonbearing masonry partitions. Place pipes and conduits passing horizontally S MANUAL OF CONCRETE PRACTICE 3. Location of elements stated above to avoid interference with other a. Indicated in plan reinforcing steel, conduits, or embedded items, Indicated in elevation 3.

Wall ties Embed the ends of wall ties in mortar joints. If the above conditions cannot be met due to the outer face shell of hollow units. bed of solid masonry units or solid grouted hollow units. Unless otherwise required, bond wythes not 3. Basic requirements — Place reinforcement, bonded by headers with wall ties as follows: wall ties, and anchors in accordance with the sizes, types, Wire Minimum number of and locations indicated on the Project Drawings, and as size wall ties required specified. Do not place dissimilar metals in contact with W1. Reinforcement The maximum spacing between ties is 36 in. Support and fasten reinforcement together to mm horizontally and 24 in. prevent displacement beyond the tolerances 3. Completely embed reinforcing bars in grout in 4. Unless otherwise required, install adjustable ties accordance with Article 3.

in accordance with the following requirements: 3. Maintain clear distance between reinforcing bars a. One tie for each 1. and any face of masonry unit or formed surface, b. Do not exceed 16 in. The maximum misalignment of bed joints from 4. Drawings, unless otherwise acceptable. When d. conformance with the provisions of AWS D 1. When pintle legs are used, provide ties with at 5.

Standards ACI ACI Back to Results. ACI Year Number of Pages Publisher ACI. Beginning with the edition of this document, TMS is solely responsible for the development of this document. The edition can be purchased through the ACI Store, as well as other historical editions. Building Code Requirements and Specification for Masonry Structures contains two standards and their commentaries: Building Code Requirements for Masonry Structures ACI and Specification for Masonry Structures ACI The Code covers the design and construction of masonry structures while the Specification is concerned with minimum construction requirements for masonry in structures.

Some of the topics covered in the Code are: definitions, contract documents; quality assurance; materials; placement of embedded items; analysis and design; strength and serviceability; flexural and axial loads; shear; details and development of reinforcement; walls; columns; pilasters; beams and lintels; seismic design requirements; glass unit masonry; veneers; and autoclaved aerated concrete masonry. An empirical design method and a prescriptive method applicable to buildings meeting specific location and construction criteria are also included. The Specification covers subjects such as quality assurance requirements for materials; the placing, bonding and anchoring of masonry; and the placement of grout and of reinforcement. This Specification is meant to be modified and referenced in the Project Manual. The Code is written as a legal document and the Specification as a master specification required by the Code.

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 of the user only. Add to Cart. Preview ×. Standards ASHRAE IEC IES VDI LUL All Standard Publishers Softwares Boole Gemcom Guthrie Hydromantis Transoft Solutions All Software Companies Books ASTM J. Ross Publishing JMC Press Kogan Page Science Oxford University Press All Book Publishers

ACI 530-11 Building Code Requirements and Specification for Masonry,

Webشرکت فراسازان آویژه | تولید کننده استحکامات ساختمانی WebAs part of these efforts, TMS develops standards, guides, and other resources, educates through seminars, workshops, conferences, and collaborates with the construction WebAci 13 Pdf Free Download High Quality ⏭ - Wakelet avconlouta @avconlouta 5 items Aci 13 Pdf Free Download High Quality ⏭ No items have been added yet! WebACI /, “Building Code Requirements and Specification for Masonry Structures and Companion Commentaries, ” is a joint document between ACI, The Masonry Society Web4/01/ · The edition can be purchased through the ACI Store, as well as other historical editions. Building Code Requirements for Masonry Structures. The Specification covers WebACI /, “Building Code Requirements and Specification for Masonry Structures and Companion Commentaries,” is a joint document between ACI, The Masonry Society ... read more

In the submittals, include the results of all 4. Crooks Kurt R. Maintain grout temperature above a. flashing, and connectors. a work.

bond at the time mortar or grout is placed. inhibiting coating material with a tendon covering Lay units so head and bed joints are filled accessories. Do not exceed 16 in. ASTM C Specification for Prefaced AB.