I am currently working on a bridge that needs scuppers and I am looking for any direction on the calculations required for sizing, spacing and quantity.
the problem is the moments that are required for the collision case or Case I per section 13.4. I downloaded the FWHA example, but they do not show where the moments come from and the Rw value that them calculated I can not reproduce from there example.
I am currently designing a LRFD slab and I was wondering if anyone has any tips on the overhang design. I have the main slab designed, but running into problems with writing the spreadsheet to handle the overhang design.
Try to go our into the field to see your plans come to life. Ask the Contractor what could be done to help in the constructability of your plan, remember he/she is a Contractor so they will always find ways that will be cheap for them and do not understand the calculations that got you to the...