SHEAR WALL DESIGN CONSIDERATIONS

SHEAR WALL DESIGN CONSIDERATIONS

11 11

 

PLywOOD FLOOR

diaphragm

 

SHEAR WALL DESIGN CONSIDERATIONS

SHEAR wALL SHEATHING LAPS RIM jOIST,

OR

FRAMING ANCHOR TIES DIAPHRAGM TO SHEAR wALL STRUT.

 

FOUNDATION

WALL OR FLOOR ; ! STRUCTURE

 

Double TOP PLATE ACTING AS A SHEAR wALL STRUT

 

SPECIAL ANCHOR BOLT EMBEDDED IN FOUNDATION AND/OR CARRIED THROUGH FLOOR STRUCTURE PER MANUFACTURER’S INSTRUCTIONS

 

SHEAR WALL/ROOF DIAPHRAGM

 

SHEAR WALL/ROOF DIAPHRAGM

 

SHEAR WALL DESIGN CONSIDERATIONSSHEAR WALL DESIGN CONSIDERATIONSSHEAR WALL DESIGN CONSIDERATIONSSHEAR WALL DESIGN CONSIDERATIONS

SHEAR WALL DESIGN CONSIDERATIONS

SHEAR WALL DESIGN CONSIDERATIONS

DIAPHRAGM

DRAG STRUT TIES MARGINAL PORTION OF DIAPHRAGM TO SHEAR WALL.

 

SHEAR WALL

 

SHEAR WALL DESIGN CONSIDERATIONS

SHEAR WALL DESIGN CONSIDERATIONS

When shear walls are required on upper floors, they must be tied, through the floor diaphragm, to the shear walls below. If upper and lower shear walls align, their comers may be tied with hold-downs (see 86A) with the lower hold-downs inverted. If the shear walls do not align, their edges may be tied to the diaphragm with a combination of twist straps (for uplift) and framing anchors (for horizontal shear).

ґдЬ SHEAR WALL/SHEAR WALL_______

V—’ Tie between Floors

Drag struts are sometimes required to tie the dia­phragm to the shear walls, especially if the diaphragm is not bounded by shear walls at each end. A drag strut consists of a long metal strap firmly attached to the dia­phragm above the shear wall. The drag strut extends into the diaphragm in a line parallel to the shear wall to pull or “drag” the force from the diaphragm to the shear wall.

DRAG STRUT

Подпись: GARAGE PORTAL FRAME Подпись: REINFORCED WINDOW

SHEAR WALL DESIGN CONSIDERATIONS

Garages with wide doors and limited walls are typical of buildings requiring shear walls. These condi­tions are so typical that several companies have devel­oped proprietary premanufactured walls specifically for garages. The shear walls are strapped to the door header and work in conjunction with it. Garage shear walls are also commonly site-built.

SHEAR WALL DESIGN CONSIDERATIONS

STIFF HEADER

STIFF COLUMN SHEAR PANEL

STRAPS TIE COLUMNS TO PANEL & HEADER.

Engineers can design reinforced windows so the window can extend virtually from wall to wall in small buildings and building extensions. A shear panel below the window opening is strapped to stiff single-piece or built-up columns at the corners. The columns effectively cantilever up from the panel, stiffening the entire wall.

SHEAR WALL DESIGN CONSIDERATIONSПодпись: OVERLAP 4 IN. AT VERTICAL JOINTS.Подпись: ALIGN BOTTOM OF EDGE OF MOISTURE BARRIER WITH BOTTOM EDGE OF SHEATHING. sEE SPECIFIC SIDING TYPE FOR DETAILS.Подпись: OVERLAP 2 IN. TO 4 IN. AT HORIZONTAL JOINTS.SHEAR WALL DESIGN CONSIDERATIONSOnce the walls are framed and sheathed, they must be protected from moisture. This involves the installa­tion of a moisture barrier. The moisture barrier must be coordinated with an air barrier (to control air infil­tration), a vapor retarder (to control water vapor), and insulation.

A moisture barrier (also called a weather barrier or water-resistive barrier) is a membrane directly under the siding that prevents any water penetrating the siding from reaching the sheathing or the framing. An effective moisture barrier stops liquid water but lets water vapor through, thereby letting the wall breathe.

A vapor retarder (formerly known as a vapor barrier) is a membrane on the warm side of the wall (usually the interior) that retards the passage of water vapor from the warm inside air into the cooler wall, where it could condense (see 120).

An air barrier limits the infiltration of air through the wall. Either a moisture barrier or a vapor retarder may be detailed to seal the wall against air infiltration, thereby becoming an air barrier as well (see 120).

Updated: 16 ноября, 2015 — 1:28 пп