- There Is A Cantilever Beam With A Vertical Uniformly Distributed Load W Along Its Entire Length Free End Is At The Righ 1 (69.46 KiB) Viewed 28 times
Beam Type F = 310 UB46.2
Deflection Limit v/L = 1/800
There is a cantilever beam with a vertical uniformly distributed load w along its entire length (free end is at the right). Refer to your email from Tim which defined the OneSteel Section Type F and a deflection limit. The length of this beam is L, such that the span to depth ratio (L/d) = 10, based on your OneSteel beam depth. You should use E = 200 GPa. The beam is loaded so that it bends about the x axis. Ignore self weight. Before attempting this question, draw a diagram of this beam and the loading (you do not need to submit the diagram, but it will help you). You may use the following deflection equation: wz² V= 24 EI (6L² - 4Lz+ 2²).