Thanks for the replies!
Agreed that there's that tendon on the plan but I didn't see a grouted pocket in that 2' section so I inferred that during construction someone (smartly?) recommended not terminating a tendon in a 2' wide section of concrete. Although maybe not so smart since the...
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...
