I think this method is highly conservative when considering beam action, because in reality the walls usually have two-way action and are fixed on 3 or 4 sides. For this option I would also check the section above openings as a beam to ensure vertical loads are handled. I have designed the following ways, in order from simplest to most detailed: There seem to be lots of good software programs meant for designing building systems, and other programs that are better suited for deep excavations, culvert design, foundation design, etc., but not good for large underground structures such as custom storm sewer junction boxes.
I'm wondering if any of you can speak to preferable software for design of below grade junction boxes and vaults, often with large openings in various locations. Shall be given without reservation for the public good.Īnd in fidelity to my profession, I shall give the utmost. Practical use the principles of science and
Has been spurred by the engineering genius.
