Matched toMain Girderbridge.superstructure.main_load_system.girdercheckon “I-Girder”
| The class asks for | Value | How | From |
|---|---|---|---|
| Span LengthL_spanwants m/mm | not establishedNo longitudinal I-girder span dimension is stated in any provided crop. | not found | |
| Cross-sectional AreaAwants m2/mm2 | not establishedThe provided cross sections identify I-girders but give no I-girder section dimensions from which a cross-sectional area can be calculated. | not found | |
| Instance CountNwants count | 6 countThe cross-section object list explicitly identifies 6 I-girders.Both cited crops expressly identify the item as I-girder and state a count of 6. The separate section showing five generic girder-like supporting members does not identify those members as I-girders. | read | p5 · p05_r06 8 typp5 · p05_r06 |
| Material TypeMAT | not establishedNo material is stated for the I-girders in the provided readings. Reinforcing-steel material notes apply to reinforcement bars, not to the girders. | not found | |
| MassMwants kg/t | not establishedNo I-girder mass, unit mass, volume, density, or sufficient section and length information is provided to establish mass. | 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
Notes on the sheets that carry it
- p5FENCE NOT SHOWN, TYP.
- p5AT EQUAL SPACES
- p51" DIAMETER PLAIN BAR
- p5POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.
- p5NOTE: BEARING PADS NOT SHOWN
- p55B-600 (2 BETWEEN EACH PAIR OF 400 BARS IN TOP OF SLAB OVER INTERMEDIATE BENTS)
Every crop it was read in — the drawing beside what the model took off it
Page 5
p05_r05 section thru slabSection
- girder-like supporting members×5repeated flanged rectangular sectionsFive repeated sections are visible below the slab; no member type or material is printed in this crop.
2% % slab slope5" spacing dimension5" spacing dimension1" bar diameter
p05_r06 8 typCross Section
- I-girder×6I-girderSupported on the stepped support below; bearing pads are noted as not shown.
8″ typical thickness/depth2″ spacing/end dimension8-404 reinforcement quantity/callout2% cross slope
p05_r03Cross Section
- I-girder×2I-girderVisible below the deck slab.
5B-600 reinforcement designation400 bar designation
p05_r06Cross Section
- I-girder×6I-girderBearing pads are noted as not shown.
8" " Typical deck thickness2" " End dimension2" " End dimension2% % Slope