Plywood Roof Diaphragm Design

Steel deck plywood and concrete are all common materials utilized in diaphragm applications.

Plywood roof diaphragm design.

Figure 11 1 1 shows a typical floor plan and figure 11 1 2 shows a longitudinal section and elevation. 12 4 36 4 36 4 36 4 36 4 36 4 36 4 36 4 36 4 36 4 36 4 35 4 31 5 28 6 24. Whilst the information in this guide was accurate at the time of publication it is the users responsibility to. Panel orientation is assumed as load case 1 for load in the n s direction and load case 3 for the e w direction.

2018 disclaimer the advice provided in this publication is general in nature and is intended as a guide only. Specified in and installed in accordance with specification requirements ep1 and epg bracing specification. Section 2305 general design requirements for lateral force resisting systems 2305 1 general. Foundation wall and strip footing system.

Scope of use ecoply structural plywood specified in accordance with the current ecoply specification installation guide or subject to specific engineering design is suitable for use as structural bracing and ceiling diaphragms when. Structures using wood frame shear walls or wood frame diaphragms to resist wind seismic or other lateral loads shall be designed and constructed in accordance with af pa sdpws and the applicable provisions of sections 2305 2306 and 2307. Design and construction recommendations for engineered diaphragm systems in floor shear wall and roof systems. The building is located in a residential neighborhood a few miles north of downtown seattle.

Design the diaphragm for a roof system consisting of light frame wood trusses spaced at 24 inches o c without block ing. Or installed as a structural ceiling diaphragm in accordance with section 13 nzs 3604. A rectangular uninterrupted plane a diaphragm behaves primarily as if it were a short deep beam figure 1. The seismic force resisting system consists of plywood floor and roof diaphragms and plywood shear walls.

For wood structures diaphragms are commonly constructed of wood structural panel wsp sheathing or decking applied to the upper face of regularly spaced floor or roof wood framing members such as joists trusses purlins or sub purlins. In its most basic form i e. Table 3 16a1 roof diaphragm limits for wind. In building design these loads are typically caused by wind and seismic events although earth and water can exert lateral forces as well.

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