The Australian Steel Institute recommends a web cope of 65mm with depth to first bolt in the web of 100mm. e.g. Steel Construction, Dec 2007.
All the consultants I have worked for in the last 10 years use a web cope of 35mm with depth to first bolt in the web of 70mm.
1. Does anyone use the ASI recommendation?
2. Have you had any complaints from fabricators about 35mm cope?
All the consultants I have worked for in the last 10 years use a web cope of 35mm with depth to first bolt in the web of 70mm.
1. Does anyone use the ASI recommendation?
2. Have you had any complaints from fabricators about 35mm cope?