Matched toPrestressing Tendonbridge.ancillary_system.prestressing_system.tendonon “Prestressing strands”
| The class asks for | Value | How | From |
|---|---|---|---|
| LengthLwants m/mm | not establishedThe elevation identifies 8 draped strands and gives the beam length as 80'-11⅝", but it does not state the developed length of the draped strand profile. The beam length cannot honestly be used as the strand length because the strands are draped. | not found | |
| Instance CountNwants count | 8 countThe draped-strand callout reads "8 - DRAPED STRANDS." | read | p11 · p11_r01 notes |
| Material TypeMAT | special low-relaxationThe elevation identifies the item as draped strands, and the prestressing note specifies that the pretension strands are "SPECIAL LOW-RELAXATION." | read | p11 · p11_r01 notesp11 · p11_r13 notes |
Worked out by openai/gpt-5.6-terra-pro from the readings below, which are the source. A derived value shows its arithmetic — check it against the drawing before it is priced.
How the sheets named it
Every dimension read for it20
- 2 SPACES AT 2”strand spacingp10 · p10_r02 section at end
- 7 SPACES AT 2”strand spacingp10 · p10_r02 section at end
- 1/2”prestressed strand diameterp10 · p10_r02 section at end
- 1/2″Strand diameterp10 · p10_r15 notes
- 0.167 SQ INStrand area (A)p10 · p10_r15 notes
- 33,818 LBS EACHPretension force per strandp10 · p10_r15 notes
- 536,584 LBS.Net prestressing force after all lossesp10 · p10_r18 losses is 536 584 lbs
- 6Draped strand quantityp10 · p10_r01
- 536,584 LBS.Net prestressing force of the strands after all lossesp10 · p10_r18
- 8 - DRAPED STRANDSbar quantityp11 · p11_r01 notes
- 3 SPACES AT 2"prestressed strand spacing at midpointp11 · p11_r02 section at end
- 2"side spacing at midpointp11 · p11_r02 section at end
- 9 SPACES AT 2"prestressed strand spacing at midpointp11 · p11_r02 section at end
- 2"side spacing at midpointp11 · p11_r02 section at end
- 1/2"prestressed strand diameterp11 · p11_r02 section at end
- 1/2"strand diameterp11 · p11_r13 notes
- 0.167 SQ INstrand areap11 · p11_r13 notes
- 33,818 LBSpretension force eachp11 · p11_r13 notes
- 36quantityp11 · p11_r13 notes
- ½"strand diameterp11 · p11_r02
Notes on the sheets that carry it
- p10MIDPOINT, DETAILS SYMMETRICAL ABOUT MIDPOINT UNLESS NOTED
- p10℄ 2" DIAMETER HOLE FOR DIAPHRAGM BAR
- p10OMIT HOLE AT BEAMS 1 AND 7
- p10OMIT HOLE AT BEAMS 6 AND 12
- p10ALL DIMENSIONS ARE ALONG ℄ BEAM
- p10MAINTAIN 1” MINIMUM CLEARANCE UNLESS OTHERWISE SHOWN.
- p10• INDICATES 1/2” DIAMETER PRESTRESSED STRANDS.
- p10A. USE 20 - 1/2″ DIAMETER SPECIAL LOW-RELAXATION (A = 0.167 SQ IN) STRANDS. PRETENSION STRANDS TO 33,818 LBS EACH.
- p10D. INCLUDING THE TOP STRANDS, THE NET PRESTRESSING FORCE OF THE STRANDS AFTER ALL LOSSES IS 536,584 LBS.
- p11A. USE 36 - 1/2" DIAMETER SPECIAL LOW-RELAXATION (A = 0.167 SQ IN) STRANDS. PRETENSION STRANDS TO 33,818 LBS EACH.
- p11ΔNC = 1/4"
- p11ΔC = 1/8"
- p11• INDICATES ½" DIAMETER PRESTRESSED STRANDS.
- p11ALL DIMENSIONS ARE ALONG ℄ BEAM (partial).
Every crop it was read in — the drawing beside what the model took off it
Page 10
p10_r01 notesElevation
- draped strands×6draped lineShown within the beam elevation.
55'-0" SPAN LENGTH53'-7⅝" BEAM LENGTH26'-9¹³⁄₁₆" Midpoint to indicated location9³⁄₁₆" Indicated spacing3 SPACES AT 24" Spacing6" Spacing18 SPACES AT 12" Spacing4" Spacing+22 more
p10_r02 section at endSection
- prestressed strands×20circular in sectionSolid dots indicate 1/2” diameter prestressed strands.
1'-0” top width5” top dimension2½” top flange depth6” web dimension3” web dimension6” web dimension6” vertical dimension3” vertical dimension+17 more
p10_r15 notesNotes
- Pretension strands×20circularSpecial low-relaxation strands.
1/2″ Strand diameter0.167 SQ IN Strand area (A)33,818 LBS EACH Pretension force per strand
p10_r18 losses is 536 584 lbsNotes
- Prestressing strandsReferenced in note; includes top strands.
536,584 LBS. Net prestressing force after all losses
p10_r01Elevation
- draped strands×6draped
55'-0" Span length53'-7⅝" Beam length26'-9¹³⁄₁₆" Midpoint dimension9¹³⁄₁₆" Dimension at midpoint3 SPACES AT 24" Spacing6" Spacing18 SPACES AT 12" Spacing4" Spacing+26 more
p10_r02Cross Section
- prestressed strandscircular in sectionprestressedSolid circular symbols are identified by note as 1/2" diameter prestressed strands.
1'-0" ft-in top width5" in top offset2 1/2" in upper block depth6" in stem width3" in offset6" in horizontal offset6" in vertical segment3" in vertical segment+15 more
p10_r18Notes
- prestressing strandsIncludes top strands; individual strands are not shown or counted in this crop.
536,584 LBS. Net prestressing force of the strands after all losses
Page 11
p11_r01 notesElevation
- draped strands×8drapedCallout reads 8 - DRAPED STRANDS.
82'-0" span length80'-11⅝" beam length40'-5¹³⁄₁₆" midpoint to beam end11¹³⁄₁₆" midpoint offset9 SPACES AT 24" spacing19 SPACES AT 12" spacing4" spacing6 SPACES AT 4" spacing+32 more
p11_r02 section at endCross Section
- prestressed strandcircular in sectionprestressing steelDot symbol is identified as 1/2" diameter prestressed strands.
1'-4" top width at midpoint550 top dimension at midpoint7" horizontal dimension at midpoint2 1/2" top flange thickness at midpoint7" web horizontal dimension at midpoint4 1/2" web horizontal dimension at midpoint1 5/8" clearance at midpoint7 1/2" web horizontal dimension at midpoint+23 more
p11_r13 notesNotes
- pretension strand×36circularspecial low-relaxation1/2" diameter strands; pretensioned to 33,818 LBS each.
1/2" strand diameter0.167 SQ IN strand area33,818 LBS pretension force each36 quantity
p11_r01Elevation
- draped prestressing strands8 - DRAPED STRANDS×8drapedsteel
82'-0" span length80'-11 5/8" beam length40'-5 3/16" midpoint dimension11 13/16" dimension9 SPACES AT 24" spacing19 SPACES AT 12" spacing4" spacing6 SPACES AT 4" spacing+20 more
p11_r02Cross Section
- prestressed strandscircular dots in cross sectionprestressedDots are identified as 1/2" diameter prestressed strands.
1'-4" top width550 spacing7" horizontal dimension7" horizontal dimension2½" horizontal dimension7" vertical segment4½" vertical segment1'-7" vertical segment+18 more