Hey everyone,
I am looking for refferences to solved equations interms of different loads and span lengths for continious beams with 3 spans. I see that my 13th edition of the AISC table 3-23 has 3 different uniform load cases, that gives coeficents. I need something like this, but for a transient uniform load of Length (L), and a transient point load (P). Is there any solved diagrams for these statically indeterminate continious beams. Looking for max deflection, and max moment as a function of span length, and load type & location.