I have been asked to design the beam to beam connections and beam to column connections for a new project that is located in Seismic Design Category D. I have review ASCE 7-10 and Seismic Provision 341-10. My understanding is that for the beam to beam connections I can basically use single shear typical connections. but for the bracing I will have to add some over strength factors and make adjustment.
Anyone have any tips? or comments that I need to review. I have never designs an heavy industrial building in this Seismic Zone.
Red Flag Submitted
Thank you for helping keep Eng-Tips Forums free from inappropriate posts. The Eng-Tips staff will check this out and take appropriate action.
Reply To This Thread
Posting in the Eng-Tips forums is a member-only feature.
Simulation-driven design can reduce the time and cost of product development. In this engineering.com eBook, weâ€™ll explore how SOLIDWORKS users can access simulation-driven design through the SOLIDWORKS Simulation suite of analysis tools. Download Now
Aberdeenâ€™s survey of 100 top executives reveals how discrete manufacturers can ensure quality in complex, innovative engineering environments. Download this report for an exploration of how to best implement quality control in manufacturing. Download Now
Aras Innovator provides multiple options for integrating data between systems, depending on the scenario. Utilizing the right approach to meet specific business requirements is vital. These needs range from authoring tools, federating data from various and dissimilar databases, and triggering processes and workflows. Download Now
In this engineering.com research report, we discuss the rising role of simulation and the paradigm shift commonly called the democratization of simulation. In particular, we focus on how SOLIDWORKS users can take advantage of simulation-driven design through two analysis tools: SOLIDWORKS Simulation and 3DEXPERIENCE WORKS. Download Now