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https://www.concreteconstruction.net/how-to/lateral-support-for-backup-walls_o
Question: How can I tie the top of a concrete block backup wall for lateral loads and still permit the floor structure to deflect without applying load to the top of the concrete block wall? Several ways to provide lateral support to the top of block backup walls are shown in NCMA-TEK 111. Where the floor deflections are to be isolated from the walls, a combination of angles on the front and ...
http://www.buildingcode.online/1623.html
The Ontario Building Code Foundation Wall Thickness and Required Lateral Support 9.15.4.2. foundation Wall Thickness and Required Lateral support (1) Except as required in Sentence (2), the thickness of foundation walls made of unreinforced concrete block or solid concrete and subject to lateral earth pressure shall conform to Table 9.15.4.2.A. for walls not exceeding 3.0 m in unsupported ...
https://ncma.org/resource/empirical-design-of-concrete-masonry-walls/
EMPIRICAL DESIGN OF CONCRETE MASONRY WALLS Keywords: allowable stress, anchorage, bonding, building codes, empirical design, height/thickness ratio, intersecting walls, lateral support, nonbearing wall, parapet, partition walls, shear wall, unreinforced concrete masonry, vertical loads, wall ties INTRODUCTION Empirical design is a procedure of proportioning and siz- ing unreinforced …
http://www.ncma-br.org/pdfs/5/TEK%2014-08B.pdf
walls are bonded by metal wall ties, the thickness is taken as the sum of the wythe thicknesses. Note that Reference 6 includes modifi ed requirements for walls with openings. B The ratios are maximum height-to-thickness ratios and do not limit wall length. Figure 1—Lateral Support of Empirically Designed (Unreinforced) Concrete Masonry Walls
https://www.concrete.org/publications/internationalconcreteabstractsportal.aspx?m=details&ID=7688
Feb 01, 1965 · Keywords: block, code requirement, lateral support, masonry wall, stress spacing, wall, wind. Date: 2/1/1965. Abstract: The interpretation of some building codes regarding the spacing of lateral supports or the limiting of the stresses in masonry walls for stability against wind pressures seem to vary among engineers.Author: Robert H. Krone, Richard N. Pollitz
https://www.eng-tips.com/viewthread.cfm?qid=302194
Jul 09, 2011 · I have a single story building with basement. The basement walls(18'high)are all concrete walls(18" thick) upto grade and then 10" CMU walls (15' high) from grade to roof. The roof is steel joists and metal deck. The base slab is mat foundation. There is a slab at the grade level which provide lateral support to top of basement walls.
https://civilconstructiontips.blogspot.com/2011/06/stability-lateral-support-walls.html
Jun 05, 2011 · Walls that provide support for timber floors are given lateral support by 30 x 5 mm galvanised iron or stainless steel ‘L’ straps fixed to the side of floor joists at not more than 2 m centres for houses up to three storeys and 1.25 m centres for all storeys in all other buildings.
https://www.structuremag.org/?p=14550
Subsequently, the question arises as to what constitutes lateral support at the top of the wall? It is the purpose of this article to outline the procedures for adequately designing concrete foundation walls subjected to lateral soil pressure.
https://www.structural101.com/Foundation-Wall-Design.html
Use of precast concrete foundation walls has been increasing due to benefits including reduced construction time at the site. However, the building designer remains responsible for ensuring that the precast wall has adequate lateral support, especially along top of wall.
https://ncma.org/resource/designing-concrete-masonry-walls-for-wind-loads/
A pilaster is a thickened wall section or vertical support built contiguous with and forming a part of the masonry wall. Pilasters are often used to stiffen masonry walls and to provide all or part of the lateral support. They may be built of hollow or solid units (manufactured in one or two pieces), grouted hollow units or reinforced hollow units.
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