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Hollow masonry device construction where mortar is applied only to the straight surface of the device face shells and the head joints to a deepness equivalent to the density of the face covering. Any kind of product developing a part of a wall as well as utilized as a completed surface area.


A score assigned to walls suggesting the length of time a wall surface carries out as an obstacle to the passage of flame, warm gases and warmth when subjected to a standardized fire and also hose stream test. For masonry, fire resistance is most typically established based on the stonework's comparable density and also accumulation kind.


A cementitious combination used to encapsulate bound prestressing ligaments. Extremely fluid as well as stable cement utilized in high lift and also low lift grouting that does not need consolidation or reconsolidation. An increment of cement elevation within a complete cement pour. A grout put contains one or even more grout lifts. The overall elevation of stonework to be grouted before erection of extra masonry.

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( 1) Masonry building and construction of hollow units where hollow cells are loaded with grout, or multiwythe construction in which the room between wythes is well filled up with grout. (2) Stonework building making use of solid masonry units where the interior joints as well as gaps are full of grout. The strategy of grouting masonry in lifts for the full height of the wall.


Hollow stonework system lacking cross webs at both ends developing an "H" in sample. Made use of with strengthened masonry construction. (See additionally "Open end block.") A masonry unit that links 2 or even more adjacent wythes of stonework. Called a bonder. (1) The vertical distance from the foundation wall surface or various other comparable intermediate assistance to the top of the wall.




The elevation of a stonework wall surface split by its nominal density. The thickness of cavity wall surfaces is taken as the overall thickness minus the width of the cavity.

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If they are held together by mortar, the mortar-filled volume is the joint. Steel wires put in mortar bed joints (over the face coverings in hollow masonry).


( 2) The distance one masonry device prolongs over another. The link between enhancing steel produced by overlapping the ends of the support. The means of supporting architectural participants in the horizontal period by columns, buttresses, my link pilasters or cross walls, or in the upright span by beam of lights, floors, foundations, or roofs (masonry Temple tx).


An assemblage of stonework units, joined with mortar, grout or other approved approaches. (1) A mill-mixed cementitious material to which sand as well as water is included to make mortar.

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The classification of masonry systems, door and also window structures, and other building components that fit with each other throughout building without modification. Building and construction with standard devices or dimensions for versatility and selection in use. The quantity of water had within a device at the time of tasting shared as a percent of the overall amount of water in the device when filled.


A method of prestressing in which prestressing ligaments are tensioned after the masonry has actually been put. See likewise "Wall, prestressed." Steel component such as cord, bar or hair, utilized to impart prestress to stonework. A tiny assemblage made with stonework systems and mortar and also sometimes cement. Mostly utilized for quality assurance functions to evaluate the toughness of full-blown masonry members.


The general program involves incorporating variables consisting of: the proper requirements; production to satisfy the full intent of the requirements; assessment to figure out whether the resulting product, product as well as solution remains in conformity with the specifications; as well as testimonial of usage to establish any type of essential revisions to the specs. (1) Masonry consisting of reinforcement in the mortar joints or grouted cores utilized to withstand stresses.

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A level or somewhat diagonal unit set flat at the base of an opening in a wall surface. A participant structurally supported at top and also lower or both sides via a pin-type connection, which thinks no minute transfer. (1) The website link proportion of a participant's effective elevation to distance of revolution. (2) The proportion of a Extra resources participant's height to density.


Stonework veneer secured to and supported by the support with attachment. Stonework veneer safeguarded to and sustained laterally by the backing via anchors and supported vertically by the foundation or other structural components. A masonry wythe that supplies the coating of a wall surface system and also transfers out-of-plane lots straight to a support, however is ruled out to include lots standing up to ability to the wall surface system.


A multiwythe noncomposite stonework wall surface with a continual air room within the wall (with or without insulation), which is looped with metal connections. A multiwythe wall where the specific stonework wythes act together to resist employed lots. (See additionally "Composite action.") (1) A nonloadbearing wall surface between columns or piers.

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( 3) An exterior nonloadbearing wall surface in skeleton framework building and construction. Such wall surfaces may be anchored to columns, spandrel beam of lights or floors, however not A wall below the floor closest quality working as an assistance for a wall surface, pier, column or other architectural component of a structure as well as consequently sustained by a ground.


Wall surface made up of 2 or more masonry wythes. A wall surface that supports no vertical lots various other than its own weight.