Matched toSteel H Pilebridge.foundation_system.deep_foundation.pile.steel_hon “Steel H-pile”
| The class asks for | Unit | A reading with that name | From |
|---|---|---|---|
| LengthL | m/mm | no reading by that name | |
| Cross-sectional AreaA | m2/mm2 | no reading by that name | |
| Instance CountN | count | no reading by that name | |
| Steel Gradefy | — | 50,000 PSI | p2 · p02_r03 table of design specs loads concrete strengths |
| MassM | kg/t | no reading by that name |
Paired on the measurement’s name only, which cannot know that three span lengths sum to the deck length. Step 3 works these out properly for every item it matches — reading every crop behind the item, deriving what the drawings imply and showing its arithmetic. This item has not had that pass yet; the button runs it for this one.
How the sheets named it
Every dimension read for it6
- 2Seismic performance zonenot attributedp2 · p02_r03 table of design specs loads concrete strengths
- 0.142ASnot attributedp2 · p02_r03 table of design specs loads concrete strengths
- 0.155SD1not attributedp2 · p02_r03 table of design specs loads concrete strengths
- HL-93Design vehicle live loadnot attributedp2 · p02_r03 table of design specs loads concrete strengths
- 30 LBS PER SQ FTFuture paving allowancenot attributedp2 · p02_r03 table of design specs loads concrete strengths
- 50,000 PSISteel H-pile yield strength, fyp2 · p02_r03 table of design specs loads concrete strengths
Notes on the sheets that carry it
- p11. ALL BENTS ARE PARALLEL TO ℄ CEN RAILWAY COMPANY.
- p12. END BENT PILES NOT SHOWN.
- p1** 3. STATIONS ARE ALONG ℄ SR 21 AT INT AND B.F.P.R. OR ℄ BENT. ELEVATIONS ARE ALONG EASTBOUND A PROFILE GRADE LINES AT THE INTERS PROFILE GRADE LINES AND B.F.P.R. OR
- p1*** 4. MEASURED ALONG ℄ SR 21.
- p1✳ 5. LEFT BRIDGE: MINIMUM REQUIRED VERTICAL CLEARAN EXISTING TRACK VERTICAL CLEARANCE FUTURE TRACK VERTICAL CLEARANCE RIGHT BRIDGE: MINIMUM REQUIRED VERTICAL CLEARAN EXISTING TRACK VERTICAL CLEARANCE FUTURE TRACK VERTICAL CLEARANCE
- p1✳✳ 6. MINIMUM REQUIRED HORIZONTAL CLEAR
- p2AASHTO LRFD 9TH EDITION, 2020
- p2(DESIGNED FOR SEISMIC PERFORMANCE ZONE 2, AS=0.142, SD1=0.155)
- p2CONCRETE: SUPERSTRUCTURE — CLASS D, f'c = 4,000 PSI
- p2BARRIER — CLASS D, f'c = 4,000 PSI
- p2PSC BEAMS — CLASS AAA, f'c = SEE BEAM SHEETS
- p2PSC BEAM ALLOWABLE TENSION — SEE BEAM SHEETS
- p2SUBSTRUCTURE — CLASS AA, f'c = 3,500 PSI
- p2REINFORCEMENT STEEL: GRADE 60, fy = 60,000 PSI
- p2PRETENSIONING STRANDS: f's = 270,000 PSI
- p2STEEL H-PILES: GRADE 50, fy = 50,000 PSI
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r07 elevation of bridge spans bents and pile bentsElevation
- pile×8verticalFour piles are visibly drawn below each of BENT 2 and BENT 3.
192'-0" TOTAL LENGTH OF BRIDGE55'-0" span length82'-0" span length55'-0" span length151.00 elevation
Page 2
p02_r03 table of design specs loads concrete strengthsNotes
- Steel H-pilesH-sectionsteelGrade 50 specified.
2 Seismic performance zone0.142 AS0.155 SD1HL-93 Design vehicle live load30 LBS PER SQ FT Future paving allowance4,000 PSI Concrete compressive strength, f'c4,000 PSI Concrete compressive strength, f'c3,500 PSI Concrete compressive strength, f'c+3 more