I asked the company about that information and they sent me the following.
"We have the Floating Network License where any engineer in the office can use it as long as they’re connected to the network. The advantage with the Floating License is that you can also check the license out on to your...
I had a product salesperson cold call me today about geoHEC-RAS and it peaked my interest based on some of the things he said about program integration. (here is the website: http://www.civilgeo.com/geo-hec-ras/)
Does anyone have any experience with this product, good or bad? Is it worth...
I am doing some scour calculations for a new bridge project and I am having an issue calculating the Live Bed Scour. I have all the necessary data from the HEC-RAS model we ran except for the fall velocity.
On prior projects I was able to use Figure 6.8 from HEC-18 but for this project my...
JAE and SteelPE...you guys hit the nail on the head. Just for the record JAE I do understand the basic foundation theory this was just my first project using the ibc (id much rather use AASHTO). I just wanted to make sure i was applying the loads correctly since it is a key part of info.
Thank...
charlie you are on the right track to my problem. I was given the reactions (D, Roof Live Load, S, E, and W) in a chart form. In the chart under each reaction I was given a vertical and horiz reaction. For example, Dead load: Vert = 0.85
Horiz= -0.15
A...
Can someone inform me of how to do the following using the ASD load combination equations in the IBC.
I was given a structure with reactions so that I can size a footing. In these reactions I am provided a horizontal force (x) and a vertical force (y). I was under the impression that those...
I just finished a jacking design and received a comment regarding local flange bending with a sheet of documentation from a unknown source. I looked back at the AISC Steel Construction Manual (13th ED) in section J10 (Flanges and Webs with concentrated forces) and noticed some literature that...
