Roof Diaphragm Bracing

Dormers porches do not require bracing.

Roof diaphragm bracing.

This stiffness provides stability and replaces the need for other bracing elements. The distance from the exteriors vertical bracing are large around 300 ft we have a large axial load in the roof steel deck diaphragm the loads exceed the resistance of the connectors of the deck. Roof type one roof brace per 50m2 of roof area see rule 8 for minimum requirements one roof brace per 25m2 of roof area see rule 8 for minimum requirements 1. In structural engineering a diaphragm is a structural element that transmits lateral loads to the vertical resisting elements of a structure such as shear walls or frames diaphragms are typically horizontal but can be sloped such as in a gable roof on a wood structure or concrete ramp in a parking garage.

Because this sheathing material does not provide a diaphragm at the plane of the roof other means of bracing the roof against horizontal loads must usually be employed. At roof level bracing often known as a wind girder may be required to carry the horizontal forces at the top of the columns if there is no diaphragm. Diaphragm action is an additional capacity of the panel to transfer the lateral loads to the outside edges of the panel to the eave for roof panels and to the ground for wall panels. Or installed as a structural ceiling diaphragm in accordance with section 13 nzs 3604 ecoply structural racing and eiling diaphragms as specified in section 3 0 of the ecoply specification installation guide are suitable for bracing components in houses and.

The bracing described in this brochure covers both framed roofs and fully trussed roofs. We decide to use steel angle 2l sections as horizontal bracing to withstand the large axial loads. We are designing a large commercial warehouse. In a nutshell ceiling diaphragms under light and heavy roofs are required to comply with nzs 3604 2011.

See figure on the right. When a roof diaphragm has no openings or obstructions the calculations for shear are. Usually the floor system will be sufficient to act as a diaphragm without the need for additional steel bracing. For example the roof may be braced with diagonal metal straps applied to the top of the sheathing or with a layer of plywood or osb over the decking.

The diaphragm forces tend to be transferred to the vertical resisting elements. Challenges of calculating shear. Roof planes less than 6m2 e g.