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Posted: Sat Jan 06, 2018 5:01 pm Post subject: PRESTRESSING AS PART OF SPECIAL MOMENT FRAME
Want to clarify and seek for opinions regarding on the above subject.
Is it the 500psi (3.5Mpa) and fc'/10 is the maximum precompression for the beam in high seismic zone?
And for the special moment frame, Is it not allowed to terminate the prestressing steel before the end/external beam of the frame? saying i have 2 span, 16m for span-1 and 5m for the span-2 and i will design the span-1 with post-tensioning while on the span-2 is i will design it conventionally(without pt).
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