Inner Corner at Base of Wall Elmhurst NY

The concrete masonry can be connected to the corner column with a debonded shear anchor. This type of anchor resists out-of-plane (but not in-plane) shear forces and permits movement between the steel column and concrete masonry.

Local Companies

E C Hufnagel Landscaping Inc
(201) 869-5680
51 Broad Ave Apt 1
Fairview, NJ
Anton Haddad Plumbing & Heating
(201) 792-1587
15 Saddlewood Ct
Jersey City, NJ
Villa Stucco
(201) 653-9447
54 Jefferson Ave
Jersey City, NJ
Franklin Stucco Of Jamaica Inc
(718) 523-0099
14815 Liberty Ave
Jamaica, NY
TONYS MASONRY
(917) 402-5202
262 wilson avenue
staten island, NY
Hatiya Contracting Inc
718-395-7744
9322 74th Place
Woodhaven, NY
Ugolini Elio Mason Contractor
(201) 433-4304
213 Harrison Ave
Jersey City, NJ
Willow Run Construction
(201) 659-7266
67 Pollock Ave
Jersey City, NJ
Alpha Design Corp
(718) 291-5023
17605 Linden Blvd
Jamaica, NY
Cotumaccio Luigi Masonry Contrctng Co
(718) 776-2661
9071 198th St
Jamaica, NY

Provided By:

Source: MASONRY CONSTRUCTION MAGAZINE
Publication date: September 1, 2006

By Walter A. Laska

It is difficult for a mason to properly tool mortar joints at inner wall corners due to the size and shape of the jointer and the acute angle formed by the intersecting brick. As a result, the mortar joints at this location cannot be tooled neatly or compactly. Therefore, inner wall corners provide an ideal location for expansion joints.

Expansion joints located at inner corners are easy to construct and are well concealed. The expansion joint should be totally void of any material which might inhibit movement, and the reinforcement must be discontinuous at the expansion joint.

The concrete masonry can be connected to the corner column with a debonded shear anchor. This type of anchor resists out-of-plane (but not in-plane) shear forces and permits movement between the steel column and concrete masonry. Also, the connection creates a control joint in the concrete masonry backing along the column interface.
Elevation View

The space between the column and the concrete masonry should be kept free of all mortar bridging. If the column and concrete masonry are tightly bonded, any movement of the column is transferred to the masonry, possibly causing the concrete masonry backing to crack.

Flashing continuity must be maintained at the inner corners. The flashing should be cut, lapped, and set in a continuous bed of mastic to prevent water from flowing under the laps.

Click here to read full article from Masonry Construction

Related Articles
- Guidelines for Assembling Scaffolding Elmhurst NY
Frame scaffolding, made from welded steel tubing (also called "pipe staging") is only safe if it is erected properly. Once the staging is erected with the proper planks, it should be like standing on a floor —which will make your crew more comfortable and safe.
- Galvanized Wall Ties Elmhurst NY
- Home Siding Tips Elmhurst NY
- Galvanized Wall Ties Elmhurst NY
- Drape Wall and Cloak Wall Elmhurst NY
- High-Efficiency Products Elmhurst NY
- Flashing in Siding Installations Elmhurst NY
- How Masonry Buildings Resist Earthquakes Elmhurst NY
- Flashing Factors Elmhurst NY
- Hitachi KM 12VC Router Combination Kit Elmhurst NY