These are educational models and exercises. Check their assumptions before using the results. The full technical content and every diagram have not yet been independently verified.
Concrete and steel calculations retain their stated first-generation Eurocode teaching basis. Use the standards and amendments specified for your project; do not mix generations without an appropriate design basis.
A beam runs on a pin and a roller, with a downward load out on the overhang beyond the roller. What is the direction of the reaction at the pin (the support away from the load)?
Module 2·Level 2·reactions and load path
Where does the load path end?
Tracing a floor load, an engineer follows it from the slab into a beam and then into a column, and stops there, satisfied the path is complete. Is it?
Module 2·Level 3·reactions and load path
Can a support end up carrying tension?
A continuous beam has only its central span loaded. A bearing at one far end is a simple pad that can push up but cannot pull down. What can happen there?
Module 2·Level 3·reactions and load path
Balancing forces but not moments
A support arrangement makes the upward reactions add up to exactly the applied downward load. Does that guarantee the structure is in equilibrium?
Module 2·Level 2·reactions and load path
The quickest way to a reaction's direction
You need the direction (not the magnitude) of a reaction. What is the fastest reliable method?