Inner Corner at Base of Wall East Meadow 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

Hatiya Contracting Inc
718-395-7744
9322 74th Place
Woodhaven, NY
Sanyo Enterprises Usa Inc
(718) 846-8100
11617 Sutphin Blvd
Jamaica, NY
Cotumaccio Luigi Masonry Contrctng Co
(718) 776-2661
9071 198th St
Jamaica, NY
Agl Land Design Inc
(631) 673-2854
19 Duncan Ln
Huntington, NY
Academic Stone Setters Inc
(718) 463-7395
2907 119th St
Flushing, NY
Begolli Brother Construction and Restoration
(516) 476-6166
134 maple avenue
westbury, NY
Mr B Home Repairs
(718) 206-4900
10640 Guy R Brewer Blvd
Jamaica, NY
Alpha Design Corp
(718) 291-5023
17605 Linden Blvd
Jamaica, NY
Bixby Brink Landscape Contractors
(631) 673-7650
16 Gloria Ln
Huntington, NY
Anastasio Inc
(631) 499-1777
1633 E Jericho Tpke
Huntington, 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
- Hitachi KM 12VC Router Combination Kit East Meadow NY
Sometimes combination tools have to make too many compromises to perform their numerous functions. Fortunately, that's not the case with Hitachi's new KM 12VC router combination kit. This smartly designed, solidly constructed, and well-outfitted tool fulfills its promises as a fixed-base and plunge-base router. And, at $180 you've got a tool that pulls its weight without asking much in return.
- High-Efficiency Products East Meadow NY
- Galvanized Wall Ties East Meadow NY
- Flashing in Siding Installations East Meadow NY
- Home Siding Tips East Meadow NY
- How Masonry Buildings Resist Earthquakes East Meadow NY
- Flashing Factors East Meadow NY
- Guidelines for Assembling Scaffolding East Meadow NY
- Drape Wall and Cloak Wall East Meadow NY
- Galvanized Wall Ties East Meadow NY