Hey All,
Doing an evaluation of an existing building constructed around 2006 and there is an irregular condition at one of the exterior cantilevered balconies.
1) They ran a pour strip through a portion of the balcony. Balcony is about 11' wide total and there is 6' on one side of pour strip, 3'...
I've been looking for a steel truss design software that also does fabrication drawings.
From what I've found so far there are a lot of options that can do truss designs but not many that also produce fabrication drawings.
This is one that I found but I was wondering if anyone has used it and...
Hello All,
I'm designing a PT one way slab supported by PT girders and I'm considering the section analysis.
ACI 318 states in section 24.5.2.1 that all two-way prestressed slab shall be designed as Class U (Uncracked) with ft<6sqrt(f'c). This implies that prestressed slabs that aren't two-way...
