WebThe diaphragm boundaries that are perpendicular to the seismic lateral (commonly referred to as chords) resist the tension and compression flexural forces that are induced in the diaphragm. Boundary … http://www.ce.memphis.edu/7119/PDFs/Fema310/45.pdf
Discontinuous chords in wood framed building @ dormers
WebOct 10, 2006 · Chord force adjacent to CMU wall3. In reading thread507-104685, it got me wondering about the necessity of diaphragm chords being continuous. Suppose you have a steel deck diaphragm attached to a CMU wall (200' long) via a “continuous” angle bolted to the wall. The wall is designed as a shear wall when the shear force is parallel with it. Webd = distance between centroids of diaphragm and chord (in) b = thickness of chord (in) h = width of chord (in) A = area of chord cross section (in2) The diaphragm is treated like a deep beam with the sheathing acting as the web, and the two chords acting as flanges. In wood diaphragms, the contribution of sheathing to the moment of golden corral midlothian turnpike
Flexible Diaphragms - Analysis and Results
WebDiaphragm chord failures We are getting into some verification of existing buildings as we are making some significant changes to the lateral system and it got me thinking. Has … WebApr 13, 2024 · Yes, you have two different diaphragms and two different chord sets. what you can do is basically design the windward one for only the windward pressure and then the diaphragm for leeward forces. Check the book The Analysis of Irregular Shaped Structures and diphragms by terry malone. Reply To This Thread WebMar 3, 2008 · At the "chord" edge of the diaphragm (the edge of our "element"), this horizontal shear has to be resisted (by something) for stability. That is where the "chord" comes in. For a simple span diaphragm, the vertical shear at the support would be wL/2d (lbs/ft), where d is the depth of the diaphragm. golden corral military discount