Roof Deck Diaphragm Design Example

The roof deck is a wr wide rib type panel with a panel width of 36.

Roof deck diaphragm design example.

And a width b 300 ft. Now let s work on an example. The roof deck is supported by joists that are thick and spaced at 5 ft. The roof acting as a simple span horizontal girder of depth b distributes the wind line load as a shear reaction along the top of the end walls perpendicular to l.

First off the roof diaphragm design example is an extremely basic direct and utilitarian design every single current trademark. A roof design gives the chance to extra floor space in the roof volume similar to a space or upper room space. The sdi diaphragm design manual third edition is an excellent design reference every engineer should utilize if designing with steel deck diaphragms. A line load reaction of this pressure is distributed to the top of the wall at the roof plane via the vertical spanning capacity of the cladding over height h.

Figure 1 illustrates the basic concept for a roof and wall diaphragm. This example illustrates the design of a large flexible diaphragm in a big box retail store subjected to lateral seismic loading. Design a roof deck for a length of l 500 ft. The sdi diaphragm design manual third edition is an excellent design reference every engineer should utilize if designing with steel deck diaphragms.

Main features roof diaphragm design example. Design the diaphragm for wind loading using allowable stress design method. In figure 1 wind pressure on the walls parallel to length l act on the building. The manual includes pertinent design information considerations fastener information deck shear capacity tables and a plethora of highly relevant design examples stepping you through all the.