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This video demonstrates how to create a drafting view using Revit 2018. Once the view is created it demonstrates some of the basic 2d drafting techniques used to draw a section through a portal frame. It makes use of the basic drafting commands and the detailed items library by adding a series of entities that have a Revit Family associated with them.

This video demonstrates how to calculate the shear force and bending moments for a simply supported statically determinate beam. The calculations also demonstrate the relationship between the point of zero shear and the maximum applied moment, how to calculate the position of the points of contraflexure and how to draw both the shear force and bending moment diagrams.

This video demonstrates how to calculate the end reactions of a statically determinate three pinned arch. In this example the additional pin is placed at the apex and the support to the right hand end is vertically offset to give a lever arm associated with the horizontal action. The arch is subjected to a uniformly distributed load.

This video demonstrates how to calculate the end reactions of a statically determinate beam that has a pin support to one end and two intermediate rollers. It also has an internal pin and a cantilever to the right hand end. The beam is subjected to a combination of partially distributed load, two vertical loads to the main spans and a inclined point load to the end of the cantilever.

This video demonstrates how to calculate the end reactions of a simply supported, statically determinate beam, with a cantilever to both ends. The beam is subjected to a partially distributed load, a triangular load and a point load to the main span, a vertical point load to the left hand cantilever and an inclined point load to the right hand cantilever.

This video demonstrates how to calculate the end reactions of a simply supported, statically determinate beam, with a cantilever to the right hand end. The beam is subjected to a universally distributed load between the the supports and a point load to the end of the cantilever.