Design of Anchor Bolts

*Open only to Central Ohio Section Members
*Seating is limited to the first 25 people
*Bring your own lunch

Design of anchor bolts used to be rather straight-forward. The building codes contained simple design formulas, and the procedures were easy to follow. To a limited degree, the latest editions of the International Building Code (IBC) continues the tradition by including a table of the allowable service load capacities for embedded bolts and a simple interaction formula for combined shear and tension. However, those capacities are very limited, and they are based on relatively large edge distances and spacing of the anchors.

For strength design, IBC references Appendix D of ACI 318, which contains a rather complex design methodology, and IBC further modifies some of its provisions. Since the introduction of Appendix D in 2002, its design approach changed drastically in every subsequent edition, attesting to the rapidly evolving state of our knowledge of the matter. Many challenges have been reported in trying to use Appendix D to design anchor bolts in practical applications.

The difficulties of meeting the new code provisions are particularly acute in metal building systems (MBS). In these ubiquitous structures the frame columns often exert significant lateral reactions on the foundations, yet the typical anchor bolt spacing and edge distances are rather small. For decades, the frame anchorage in MBS relied largely on anchor bolts designed to resist both shear and tension. Since ACI 318 Appendix D often makes this practice difficult to justify, in some cases other types of embedments must be used instead. This will lead to a major change in common practices in this area of construction. This webinar explores the complexities of the new design methodologies and explains how they affect the traditional practices of designing and placing anchor bolts. A number of alternative embedments are debated. The design examples illustrate the discussion.

RSVP to newsletter@centralohioasce.com by Sunday, December 8, 2013.

Webinar Outline

• Introduction
• Typical construction
• Anchor bolts in metal building systems
• Relevant provisions of the International Building Code
• ACI 318 Appendix D
• - Resisting tension loads
• - Resisting shear
• - Combined loading
• Comprehensive design example
• Are anchor bolts obsolete? Alternatives to anchor bolts

Learning Outcomes / Benefits

• Learn why the decades-old practices for designing anchor bolts are no longer appropriate and why new design solutions are needed
• Become familiar with contemporary methods of designing anchor bolts and embedments for shear and tension
• Explore the complexities of today’s code provisions dealing with anchor bolt design, including those of IBC and ACI 318 Appendix D
• Find out which long-used practices for frame anchorage in pre-engineered metal buildings may need to be changed
• Discover the available options for meeting today’s code provisions in structures where the column reactions include high horizontal and vertical uplift forces
• Work through a number of design examples illustrating practical solutions for today’s code requirements

See the ASCE website for more info.

The Central Ohio Section of ASCE sponsors free continuing education webinars as a service to our members. These webinars are produced by ASCE and normally cost $250 or $300 for ASCE members. However, the Central Ohio Section is paying the registration fee and inviting any interested section members to attend for free. Just RSVP to newsletter@centralohioasce.com by the deadline. Seating is limited, so do not delay.

You can see the complete list of webinars available from ASCE National on their website. If you see one you like, let us know. If you and your company would like to host one, let us know that too. If you open it up to any interested Central Ohio ASCE section members to come, we will pay the registration fee.