A software bending-moment diagram for a simply supported beam shows a non-zero moment at one of the pin supports. What should you conclude?
Module 1·Level 3·software check
Does convergence mean the model is right?
An analysis of a portal frame converges in a few iterations and produces a tidy set of results. A colleague says "it converged, so it's correct." What is the best response?
Module 1·Level 2·deflected shape
Reading the tension face from the shape
A cantilever droops under a load at its tip. Reading the deflected shape alone, which face of the beam is in tension near the fixed support?
Module 1·Level 3·which impossible
When the deflected shape and the moment disagree
For a simply supported beam under a central point load, a report shows a smooth sagging deflected shape but a bending-moment diagram that is a smooth curve (a parabola). Is the set coherent?
Module 1·Level 2·software check
Why predict before calculating?
You are about to run an analysis. Why is it worth sketching the expected deflected shape, reactions and moment first?