Flexible Metal Deck Roof Diaphragms
D. Matthew Stuart, P.E., S.E., F.ASCE
Course Outline
A. General:
1. Description
of diaphragms as a planar structural system.
2. Load path mechanisms.
3. Shear and flexural stiffness and resistance.
4. Deck termination and sidelap conditions.
B. Fasteners:
1. Welded connections.
2. Screw connections.
3. Power-Driven fasteners.
4. Button-Punched sidelaps.
5. Miscellaneous.
C. How to Fasten Steel Deck:
1. Welded connections.
2. Screw connections.
3. Power-Driven fasteners.
4. Button-Punched sidelaps.
D. Miscellaneous:
1. Special edge
collector conditions.
2. Load tables.
3. Diaphragm deflection.
4. Supplemental overlayments.
E. Design Example.
F. Example of Roof
Deck Attachment Diagram and Schedule.
This course includes
a multiple choice quiz at the end,
Learning Objective
At
the conclusion of this course, the student will be able to:
Intended Audience
This course is intended for structural engineers and architects.
Benefit to Attendees
This course will enable a design professional to understand what a flexible metal deck diaphragm. In addition, this course will make it possible for the user to be able to design a simple roof deck diaphragm.
Course
Introduction
Flexible metal
deck diaphragms are essentially planar structural systems found in roofs and
floors of buildings. They are comprised of interconnected units, attached to
supporting members, such that the entire assembly possesses both in-plane shear
strength and stiffness. The major components of a diaphragm include the individual
deck panels, the structural members to which they are connected and the connecting
devices or fasteners. Fastener types include welds, screws, power driven pins,
or other mechanical devices that have a predictable capacity. The strength and
stiffness of a diaphragm depends on the panel properties, the span arrangements,
and the quality of the connections.
Course Content
In this lesson, you are required to download and study the following course content in PDF format:
Flexible Metal Deck Roof Diaphragms
Please click on
the above underlined hypertext to view, download or print the document for your
study. Because of the large file size, we recommend that you first save the
file to your computer by right clicking the mouse and choosing "Save Target
As ...", and then open the file in Adobe Acrobat Reader. If you still experience
any difficulty in downloading or opening this file, you may need to close some
applications or reboot your computer to free up some memory.
If you have trouble reading any of the material on line, it is recommended that the course material be printed out for better resolution.
Course Summary
A diaphragm acts
like a short deep beam. The maximum average shear occurs at the ends of the
roof diaphragm. The maximum flexural chord forces occur along the extreme edges
of a roof deck diaphragm. Zones near the mid-span of the roof are subjected
to less unit shear therefore less diaphragm strength is required. The larger
design shears at the ends of a diaphragm can be resisted by using both heavier
gage panels and fewer connections or by more frequently connected lighter gage
panels. However, from a practical constructability standpoint it is more common
to use a single deck and connector type over an entire roof and increase the
frequency of the connectors in order to resist greater in plane shear forces.
The types of common fasteners used in a metal roof deck include welds, screws,
power-driven connectors and button-punches. A roof deck attachment diagram and
schedule should be provided on all projects in order to provide clear instructions
to the deck installer concerning the required fastener type, spacing and extent.
Related Links
For additional information related to this subject, please visit the following websites or web pages:
Steel Deck Institute:
http://www.sdi.org/
Quiz
Once you finish studying the above course content, you need to take a quiz to obtain the PDH credits.