Buranadee StructuralFT-02A · Single-Pile Cap · Production v1.1 · Canonical Input → Plan / Section / 3D / Schedule
USER REVIEW · BASELINE PRESERVED
Production rule: V5.3 2D section topology and Stage03 woven-basket topology are preserved. Production v1.1 separates main DB reinforcement from S1 closed ties and makes pile-head connection type-specific instead of forcing one PH1 DB detail on every pile type.
Engineering gate: S1 tie size/spacing is a detailing preset, not a calculated requirement. PH1 connection, embedment, development, confinement, pile-head transfer and cap strength remain NOT CHECKED until the relevant pile/member data and verified engineering core are supplied.

FT-02A · Plan + Section A-A

Color-coded canonical reinforcement · Section topology follows V5.3 approved source

SYNC LIVE

REINFORCEMENT PLAN · F1

R1-X BasketR1-Y BasketR2-X LowerR2-Y LowerD1 StarterS1 Closed tiesPH1 Connection

SECTION A-A · APPROVED TOPOLOGY + PRODUCTION MARKS

R1 Inverted basketR2 Lower seatD1 StarterS1 Cap tiesPH1 type-specificColumn ties = grey

Interactive 3D · Canonical Reinforcement Model

Drag rotate · wheel/pinch zoom · layer toggles · same R1/R2/S1/D1 inputs as drawings and schedule

USER REVIEW
DRAG ROTATE · WHEEL/PINCH ZOOM

Rebar / Connection Schedule

DB main bars, S1 ties and pile-head connection are separated by role

LIVE
MarkElementSpecificationLayout / behaviorDesign status

Calculation / Engineering Gates

Only checks supported by current inputs are activated; missing design checks remain explicit.

NO OVERALL PASS
Service pile reaction—
Allowable Qa—
Service D/C—
Geometry—

Report / Export

Production detailing report · engineering status remains explicit

DESIGN AID

FT-02A Current Model

Required Actions Before Structural PASS

  • Resolve PH1 pile-head connection from actual pile type and pile design/manufacturer detail.
  • Verify PH1 embedment/development, local bearing and confinement.
  • Verify S1 confinement requirement and spacing; default RB6 @150 is a reference preset only.
  • Verify cap action: local shear/flexure or strut-and-tie where geometry requires.
  • Engineer review of geotechnical Qa and project load combinations.