Hi,
Attached is an example problem in which I am trying to use the slope deflection method to determine moments in the indeterminate beam shown. The beam consists of a W12x50 (EI) with a W14x53 (1.38 EI) used from point B to point D. The problem I am trying to figure out how to handle by hand...
Are commonly published indeterminate beam formulas for continuous beams only for use with a constant cross-section? I assume so. When you have varying cross-sections as in many steel bridge plate girders with flange transitions, you can't just simply apply these common equations, correct? You'd...
Hi,
I have been a bridge engineer for about 6 months now at my firm and for a short time at a previous employer. Now that I am working in a multi-disciplinary environment, I'm finding that my interests are broadening rather than being focused on one thing (bridges) as before. I've been thinking...
