I will assume that it is a concrete beam, and if this is the case please look at PCA 318-95 Deep flexural beam chapter. It Covers the concept of design in details. Briefly, as the beam becomes deeper (comparing to the span), the strength diagram, and thus flexural forces become smaller. In such...
Thanks QShake for the hint. Currently I do not have an access to AASHTO reference. However my goal is to find out how the analysis is done, manually, and without using any charts or computer programs. Let us look at single moment case, eccentricty e=M/p, we compare this with L/6 value, where L...
I'm looking for a text book , or any written material in any form, explaining the analysis of the spread footing subjected to biaxial bending, which is causing footing upleft on the far end of the moments. any suggestion please?. Also an advice how to analyze is appreciated.
