Dear ASDIP Customer:

Shear connections are often specified using the maximum number of bolts possible, or based on experience. However, there are multiple limit states to be considered in the design, in addition to geometric constraints checks, and many code design checks. Just adding more bolts may not improve the connection strength, and for large projects this extra conservatism may result in unnecessary construction costs.

But what about if you could model your connecting members in a software, enter the loads, select the connection type, and then be in complete control of all variables and parameters involved in the design, check graphically the calculations immediately, and optimize your design as you go?

This is exactly what I have done in a new blog post with annotated screenshots and a short video, where I show a step-by-step design example of a beam-to-girder single plate connection from scratch. You are invited to read this blog post and watch the video.

Beam to Girder Single Plate Connection Example Using ASDIP STEEL

Your comments and suggestions are welcome. Best regards,Javier Encinas, PE
ASDIP Structural Software
www.asdipsoft.com 

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