Matched toMain Girderbridge.superstructure.main_load_system.girdercheckon “BEAM”
| The class asks for | Value | How | From |
|---|---|---|---|
| Span LengthL_spanwants m/mm | not establishedThe readings identify spans and beam layouts but provide no dimension explicitly applying to the longitudinal length of a beam. | not found | |
| Cross-sectional AreaAwants m2/mm2 | not establishedThe section identifies the members as I-girders and gives beam spacing, but it does not dimension the beam cross-section. Slab and diaphragm dimensions are not beam cross-sectional dimensions. | not found | |
| Instance CountNwants count | 12 countThe deck plan identifies beam centerlines ℄ BEAM 1–12 and states a count of 12 beams.The beam item is explicitly identified as ℄ BEAM 1–12, with 12 instances stated for the deck plan. | read | p2 · p02_r01 deck plan |
| Material TypeMAT | not establishedThe beams are described as I-girders, but no beam material is specified. Concrete is stated only for diaphragms and must not be assigned to the beams. | not found | |
| MassMwants kg/t | not establishedMass cannot be established from the available readings. | not found |
Worked out by openai/gpt-5.6-terra 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
- 82'-0"overall deck widthnot attributedp3 · p03_r01 deck plan
- 16'-4½"deck-width segmentnot attributedp3 · p03_r01 deck plan
- 16'-6"deck-width end segmentnot attributedp3 · p03_r01 deck plan
- 5'-0"dimension at marked symbolsnot attributedp3 · p03_r01 deck plan
- 1'-9½"deck edge dimensionnot attributedp3 · p03_r01 deck plan
- 40'-0"gutter to gutternot attributedp3 · p03_r01 deck plan
- 43'-7"out to outnot attributedp3 · p03_r01 deck plan
- 81°-20'-05.0"typical anglenot attributedp3 · p03_r01 deck plan
- 22'-0"PGL offset shownnot attributedp3 · p03_r01
- 5'-0"dimension at circled asterisk calloutsnot attributedp3 · p03_r01
- 3’-0½”beam 1 to exterior edgep5 · p05_r01 section thru slab
- 7’-6”beam centerline spacingp5 · p05_r01 section thru slab
- 3’-0½”beam 6 to exterior edgep5 · p05_r01 section thru slab
- 2"vertical dimension at top of beamp5 · p05_r04 1 cl typ
- 3'-0½"end beam spacingp5 · p05_r01
- 3'-0½"end beam spacingp5 · p05_r01
- 2"partial adjacent view dimensionnot attributedp5 · p05_r01
- 2”vertical dimensionnot attributedp5 · p05_r04
- 2’-4”vertical dimensionnot attributedp5 · p05_r04
- 1 1/2”clear cover, typicalnot attributedp5 · p05_r04
Notes on the sheets that carry it
- p23'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.
- p28" FILLET, TYP.
- p281°-20'-05.0", TYP.
- p210" CONCRETE DIAPHRAGM, TYP.
- p21'-0" EDGEBEAM, TYP.
- p212" PAVING REST
- p21'-6" ENDWALL
- p2FENCE POST SPACING
- p32'-0" MIN. LAP
- p5DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.
- p5MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.
- p5“D” = 8¾” INTERIOR BEAMS
- p5“D” = 9⅝” EXTERIOR BEAMS
- p5FENCE NOT SHOWN, TYP.
- p530-400A SPACED AS SHOWN
- p5502 AT EVERY 500A, TYP.
- p5500A AT 6½”
- p550I UNDER EVERY 500A
- p56-400A AT EQ. SPS.
- p514-400A AT EQUAL SPACES, TYP.
- p5REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.
- p5¾” TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.
- p51 1/2" CL. TYP.
- p51" DIA. PLAIN BAR
- p5501 UNDER EVERY 500A
- p5AT EQUAL SPACES
- p51" DIAMETER PLAIN BAR
Every crop it was read in — the drawing beside what the model took off it
Page 2
p02_r01 deck planPlan
- beam℄ BEAM 1–12×12rectangularBeams 1 through 6 are in the upper deck area and Beams 7 through 12 are in the lower deck area.
55'-0" overall width18'-4" equal width segments18'-4" equal width segments18'-4" equal width segments1'-0" end offset9'-6" fence post spacing9'-6" fence post spacing9'-6" fence post spacing+69 more
p02_r01Plan
- Beam℄ BEAM 1×1straight
- Beam℄ BEAM 2×1straight
- Beam℄ BEAM 3×1straight
- Beam℄ BEAM 4×1straight
- Beam℄ BEAM 5×1straight
- Beam℄ BEAM 6×1straight
- Beam℄ BEAM 7×1straight
- Beam℄ BEAM 8×1straight
- Beam℄ BEAM 9×1straight
- Beam℄ BEAM 10×1straight
- Beam℄ BEAM 11×1straight
- Beam℄ BEAM 12×1straight
55'-0" overall deck width18'-4" deck width division9'-6" fence post spacing6'-6" fence post spacing1'-0" offset40'-0" gutter to gutter43'-7" out to out1'-9½" edge dimension+22 more
Page 3
p03_r01 deck planPlan
- beamC BEAM 1 through C BEAM 12×12longitudinal parallel membersBeams 1 through 6 are visible in the upper deck area and Beams 7 through 12 in the lower deck area.
82'-0" overall deck width16'-4½" deck-width segment16'-6" deck-width end segment9'-6" fence post spacing9'-10½" fence post spacing3'-0" end offset2'-0" end offset1'-0" edgebeam width+12 more
p03_r01Plan
- beam℄ BEAM 1–12×12longitudinal rectangularBeams 1 through 6 are in the upper deck area and Beams 7 through 12 are in the lower deck area.
82'-0" overall deck width16'-4½" dimension segment16'-6" dimension segment9'-6" fence post spacing9'-10½" fence post spacing3'-0" end offset2'-0" end offset1'-0" edgebeam width+10 more
Page 4
p04_r01 deck planPlan
- beamsBEAM 1 through BEAM 12×12parallel linear membersBeams are individually identified as BEAM 1 through BEAM 12.
55'-0" overall deck width18'-4" deck-width segment6'-6" fence post spacing9'-6" fence post spacing1'-0" end spacing1'-0" edgebeam width3'-0" endwall outside exterior beam8" fillet+21 more
p04_r01Plan
- beam℄ BEAM 1-12×12parallel longitudinal beam linesBeams 1 through 6 are shown in the westbound deck area and Beams 7 through 12 in the eastbound deck area.
55'-0" deck width18'-4" deck width subdivision6'-6" fence post spacing9'-6" fence post spacing1'-0" end offset5'-0" dimension3'-0" endwall outside exterior beam1'-0" edgebeam+41 more
Page 5
p05_r01 section thru slabCross Section
- beam℄ BEAM 1 through ℄ BEAM 6×6I-girderSix beam cross sections are shown beneath the slab.
8¾” dimension D, interior beams9⅝” dimension D, exterior beams7¾” constant slab thickness between beams8” slab thickness in overhangs1/2” edge dimension1’-8” edge offset43’-7” out to out width40’-0” gutter to gutter width+14 more
p05_r04 1 cl typDetail
- beamrectangularOnly a cropped portion of the beam is visible.
10" CONC. DIAPH.2" vertical dimension at top of beam2'-4" vertical dimension1 1/2" CL. TYP.1" DIA. PLAIN BAR
p05_r01Cross Section
- beam℄ BEAM 1 through ℄ BEAM 6×6I-girderSix beam centerlines are identified.
43'-7" out to out40'-0" gutter to gutter34'-0" left portion of deck width6'-0" right portion of deck width22'-0" width to right edge from PGL reference14'-2½" right-side width1'-8" edge offset1'-8" edge offset+25 more
p05_r04Detail
- beam×2rectangularBeam portions are shown on either side of the diaphragm.
10” concrete diaphragm thickness2” vertical dimension2’-4” vertical dimension1 1/2” clear cover, typical1” plain bar diameter
p05_r05Section
- beam-like units×5rectangular with haunched end profilesNo beam type or material is printed in this crop.
2% slab slope5" dimension7 reinforcing bar quantity5" dimension2 reinforcing bar quantity4 reinforcing bar quantity2 reinforcing bar quantity1" plain bar diameter