The properties of the beam and section are specified by typing directly into the input fields. All of the concepts of this subject are taught entirely through actual step by step examples. This course covers the analysis and design of steel beam members using AISC 13th edition. Use F y = 50 ksi. In this exemplar, you will apply standard deflection formulae to solve some typical beam deflection design problems. Assume the beam will support a plaster ceiling. Beam Design Example Choose the lightest wide flange steel section available to support a live load of 790 plf and a dead load of 300 plf over a simple span of 18 feet. There are no boring powerpoints in which the instructor is trying to impress you with their knowledge by discussing endless amounts of theory. These formulae form the basis of the calculations that would be undertaken in real life for many routine design situations. Calculation Example – Frame analysis – Uniform Load Calculation Example – Find the Center of Gravity (Surface) Calculation Example – Design bolted connection of tension plates (EC3) Calculation Example – Cantilever Beam, Temperature change Calculation Example – Undamped free Vibration (Part A). in the steel beams of a steel-framed structure and ensuring that they are not excessive.