Mastering Bolted Connections in Steel Structures: A Comprehensive Guide to Design & Failure Modes

Welcome to FrameMinds Engineering! In this video, we delve into the intricacies of simple and non-simple connections in structural engineering, with a special focus on bolted connections. If you're keen on understanding steel connections and their critical aspects, you're in the right place.

We start with an overview of steel connections, comparing bolted and welded options. This section is crucial for beginners and professionals looking to refresh their knowledge.

What sets simple connections apart from non-simple ones? This segment demystifies the differences, highlighting the importance of each in structural design.

Diving deeper, we explore bolted connections. Learn about their benefits and applications in structural engineering.

Understanding failure modes is essential for safe design. We cover:

Bearing Failure
Tearout Failure
Block Shear
Tension Yielding
Shear Yielding
Tension Rupture
Shear Rupture
AISC Standards: Edge Distances & Bolt Spacing

Adhering to standards is key. We go over the AISC guidelines for minimum required edge distances and bolt spacing.

Wrapping up, we summarize the key points and their practical implications in structural engineering design.

Additional Resources & Further Learning
For those who want to explore further, check out the links below and don't forget to subscribe for more insightful content on structural engineering.

Stay Connected!

Subscribe to FrameMinds Engineering for more engineering insights.

Disclaimer:
This video is for educational purposes, based on AISC standards. Always consult a professional for specific engineering projects.

Time Stamps:
00:00 - Introduction To Connections
00:36 - Load types on connections
02:37 - What are non-simple connections
03:11 - Single and double shear
04:29 - Bolt connection failure categories
04:50 - Tension yield and rupture
05:20 - Block shear
06:19 - Bearing and Tearout
09:09 - Calculating shear areas
10:04 - Calculating effective area for connecting member
10:50 - Minimum edge distance and spacing

#StructuralEngineering #BoltedConnections #AISC #EngineeringEducation