Plura de specificationibus et dimensionibus paliorum ferreorum scis?
Laminae ferreae formae U, Au Pu, calido laminatae, 6m-18m
| Gradus Chalybis | JIS A5528 SY295/SY390/SY490 | Compositio materiae | C≤0.22%, Mn≤1.60%, P≤0.035%, S≤0.035%, secundum normas JIS A5528 et ASTM A328. |
| Norma | JIS A5528 | Proprietates mechanicae | Robur cedendi ≥ 390 MPa/56.5 ksi; Robur tensile ≥ 540 MPa/78.3 ksi; Elongatio ≥ 18% |
| Tempus traditionis | Dies X~XX | Ars | Calido Laminatum |
| Certificata | ISO9001, ISO14001, ISO18001, CE FPC | Dimensiones | PU400x100 PU400x125 PU400x150 PU400x170 PU500x200 PU500x225 PU600x130 PU600x180 PU600x210 |
| Latitudo | 400mm/15.75in, 600mm/23.62in, 750mm/29.53in | Genera interclusionum | Serae Larssen, interserra frigida laminata, interserra calida laminata |
| Altitudo | 100mm/3.94in–225mm/8.86in | Certificatio | Insignia certificationis JIS A5528, ASTM A328, CE, SGS |
| Crassitudo | 9.4mm/0.37in–23.5mm/0.92in | Normae Structurales | Mercatus Americanus cum Norma Designandi AISC coniungitur, dum mercatus Asiae Meridionalis-Orientalis cum Norma Designandi Ingeniariae Basicae JIS coniungitur. |
| Longitudo | 6m-24m, 9m, 12m, 15m, 18m et consuetudinem | Applicatio | Constructio portuum et navalium, pontes, fossae fundamentorum profundae, opera aquarum, et auxilium in casu necessitatis. |
| actio | Dimensiones | Area Sectionalis | Missa | Momentum inertiae | Modulus sectionis | |||
| Latitudo | Altitudo | Crassitudo | Acervus | Murus | ||||
| w | h | t | ||||||
| mm | Mm | mm | cm2/acervus | kg/m² | kg/m² | cm4/m | cm³/m | |
| IIII | quadringenti | 85 | 8 | 45.21 | 35.5 | 88.8 | 4500 | 529 |
| II | quadringenti | centum | 10.5 | 61.2 | 48 | CXX | 8740 | DCCCLXXIV |
| III | quadringenti | 125 | 13 | 76.4 | 60 | CL | 16800 | 1340 |
| IIII | quadringenti | CL | 13.1 | 74.4 | 58.4 | 146 | 22800 | MDXX |
| III | quadringenti | CLXX | 15.5 | 97 | 76.1 | 190 | 38600 | 2270 |
| L | quingenti | ducenti | 24.3 | 133.8 | 105 | 210 | 63000 | 3150 |
| ⅥL | quingenti | 225 | 27.6 | CLIII | CXX | 240 | 86000 | 3820 |
| II W | DC | 130 | 10.3 | 78.7 | 61.8 | 103 | Tredecim milia | mille |
| IIIO | DC | CLXXX | 13.4 | 104 | 81.6 | 136 | 32400 | MDCCC |
| III O | DC | 210 | 18 | 135.3 | 106 | CLXXVII | 56700 | 2700 |
Nota: Pro palis laminarum Asiaticis calido laminatis generis U, frequentissime commemoratae marcae sunt FSP, NSP, SKSP, JFESP, omnes easdem magnitudines significant.
| Sectio | Dimensiones | Missa | Momentum inertiae | Modulus sectionis | ||||
| Latitudo | Altitudo | Crassitudo | Per acervum | Murus | ||||
| w | h | t | s | |||||
| mm | mm | mm | mm | kg/m² | kg/m² | cm4/m | cm³/m | |
| Latitudo 750mm | ||||||||
| GHU 14 | DCCCL | 408 | 10.0 | 8.3 | 77.9 | 104 | XXVIII DCXC | 1 415 |
| GHU XVI | DCCCL | 411 | 11.5 | 9.3 | 86.3 | 115 | 32 860 | 1610 |
| GHU XVIII | DCCCL | 441 | 10.5 | 9.1 | 88.5 | 118 | XXXIX CCX | 1790 |
| GHU 20 | DCCCL | 444 | 12.0 | 10.0 | 96.9 | 129 | 44 450 | 2010 |
| GHU XXIII | DCCCL | 447 | 13.0 | 9.5 | 102.1 | 136 | 50 710 | 2 280 |
| GHU 25 | DCCCL | 450 | 14.5 | 10.2 | 110.4 | 147 | 56 250 | 2 510 |
| Latitudo 600mm | ||||||||
| GHU XII | DC | 360 | 9.8 | 9.0 | 66.1 | 110 | XXI DCX | 1 210 |
| GHU 12S | DC | 360 | 10.0 | 10.0 | 71.0 | 118 | XXII DCCLXX | 1 270 |
| GHU 18-1 | DC | 430 | 10.2 | 8.4 | 72.6 | 121 | XXXV DCXL | 1680 |
| GHU XVIII | DC | 430 | 11.2 | 9.0 | 76.9 | 128 | XXXVIII DCLX | 1 810 |
| GHU 18+1 | DC | 430 | 12.2 | 9.5 | 81.1 | 135 | 41 330 | 1930 |
| GHU 22-1 | DC | 450 | 11.1 | 9.0 | 81.9 | 137 | 46 390 | 2070 |
| GHU 22 | DC | 450 | 12.1 | 9.5 | 86.1 | 144 | 49 470 | 2 210 |
| GHU 22+1 | DC | 450 | 13.1 | 10.0 | 90.4 | 151 | 52 520 | 2 345 |
| GHU 28-1 | DC | 452 | 14.2 | 9.7 | 97.4 | CLXII | LX DXC | 2690 |
| GHU 28 | DC | 454 | 15.2 | 10.1 | 101.8 | CLXX | 64 470 | 2850 |
| GHU 28+1 | DC | 456 | 16.2 | 10.5 | 106.2 | CLXXVII | 68 390 | 3010 |
| GHU 32-1 | DC | 452 | 18.5 | 10.6 | 109.9 | CLXXXIII | LXIX CCXX | 3075 |
| GHU 32 | DC | 452 | 19.5 | 11.0 | 114.1 | 190 | 72 330 | 3 210 |
| GHU 32+1 | DC | 452 | 20.5 | 11.4 | 118.4 | 197 | 75 410 | 3 350 |
| 600mm et 400mm latitudine | ||||||||
| GHU 6N | DC | 309 | 6.0 | 6.0 | 41.9 | 70 | 9680 | DCXXXV |
| GHU 7N | DC | CCCX | 6.5 | 6.4 | 44.1 | 74 | 10 460 | DCCLXXXV |
| GHU 7S | DC | 311 | 7.2 | 6.9 | 46.3 | 77 | XI DL | DCCCL |
| GHU 7HWS | DC | CCCXII | 7.3 | 6.9 | 47.4 | 79 | XI DCXXX | DCCLV |
| GHU 8N | DC | CCCXII | 7.5 | 7.1 | 48.5 | 81 | 12020 | DCCLXXX |
| GHU 8S | DC | CCCXIII | 8.0 | 7.5 | 50.8 | 85 | XII DCCCX | DCCCXXX |
| GHU 10N | DC | CCCXVI | 9.0 | 6.8 | 55.8 | 93 | XV DCCX | mille |
| GHU 11N | DC | 318 | 10.0 | 7.4 | 60.2 | centum | XVII CDLX | 1 105 |
| GHU 12N | DC | 320 | 11.0 | 8.0 | 64.6 | 108 | XIX CCXXX | 1 230 |
| GHU 13N | DC | 418 | 9.0 | 7.4 | 59.9 | centum | XXVI DC | 1 280 |
| GHU 14N | DC | 420 | 10.0 | 8.0 | 64.3 | 107 | XXIX CDXX | 1 410 |
| GHU 15N | DC | 422 | 11.0 | 8.6 | 68.7 | 115 | 32 270 | 1 540 |
| GHU 16N | DC | 430 | 10.2 | 8.4 | 72.6 | 121 | XXXV DCXL | 1680 |
| GHU 18N | DC | 430 | 11.2 | 9.0 | 76.9 | 128 | XXXVIII DCLX | 1 810 |
| GHU 20N | DC | 430 | 12.2 | 9.5 | 81.1 | 135 | 41 310 | 1930 |
| GHU 21N | DC | 450 | 11.1 | 9.0 | 81.9 | 137 | 46 390 | 2070 |
| GHU 22N | DC | 450 | 12.1 | 9.5 | 86.1 | 144 | 49 470 | 2 210 |
| GHU 23N | DC | 450 | 13.1 | 10.0 | 90.4 | 151 | 52 520 | 2 345 |
| GHU 27N | DC | 452 | 14.2 | 9.7 | 97.4 | CLXII | LX DXC | 2690 |
| GHU 28N | DC | 454 | 15.2 | 10.1 | 101.8 | CLXX | 64 470 | 2850 |
| GHU 30N | DC | 456 | 16.2 | 10.5 | 106.2 | CLXXVII | 68 390 | 3010 |
| GHU 31N | DC | 452 | 18.5 | 10.6 | 109.9 | CLXXXIII | LXIX CCXX | 3075 |
| GHU 32N | DC | 452 | 19.5 | 11.0 | 114.1 | 190 | 72 330 | 3 210 |
| GHU 33N | DC | 452 | 20.5 | 11.4 | 118.4 | 197 | 75 420 | 3 350 |
| GHU 16-400 | quadringenti | 290 | 12.7 | 9.4 | 62.0 | CLV | XXII DC | 1 570 |
| GHU 18-400 | quadringenti | 292 | 15.0 | 9.7 | 69.3 | CLXXIII | XXVI C | 1795 |
| Sectio | Dimensiones | Missa | Momentum inertiae | Modulus sectionis | ||||
| Latitudo | Altitudo | Crassitudo | Per acervum | Murus | ||||
| w | h | t | s | |||||
| mm | mm | mm | mm | kg/m² | kg/m² | cm4/m | cm³/m | |
| GHL 600 | DC | CL | 9.5 | 9.5 | 56.4 | 94 | 3825 | 510 |
| GHL 600K | DC | CL | 10 | 10 | 59.4 | 99 | 4050 | 540 |
| GHL 601 | DC | CCCX | 7.5 | 6,4 | 46.8 | 78 | 11520 | DCCXLV |
| GHL 602 | DC | CCCX | 8.2 | 8 | 53.4 | 89 | 12870 | DCCCXXX |
| GHL 603 | DC | CCCX | 9.7 | 8.2 | 64.8 | 108 | 18600 | 1200 |
| GHL 603K | DC | CCCX | 10 | 9 | 68.1 | 113.5 | 19220 | 1240 |
| GHL 603 10/10 | DC | CCCX | 10 | 10 | 69.6 | 116 | 19530 | 1260 |
| GHL 604 | DC | 380 | 10 | 9 | 73.8 | 123 | 30400 | 1600 |
| GHL 605 | DC | 420 | 13 | 9.2 | 85.5 | 142.5 | 43890 | 2090 |
| GHL 606 | DC | 435 | 14.4 | 9.2 | 94.2 | 157 | 54375 | 2500 |
| GHL 607 | DC | 452 | 19 | 10.6 | 114 | 190 | 72320 | 3200 |
| GHL 703 | DCC | quadringenti | 9.5 | 8 | 67.5 | 96.4 | 24200 | 1210 |
| GHL 716 | DCC | 440 | 10.2 | 9.5 | 79.9 | 114.2 | 35200 | 1600 |
| GHL 720 | DCCCL | 450 | 12 | 10 | 96.4 | 128.5 | 45000 | MM |
Tabulam dimensionum pali tabularum completam extrahe
AmericaeGalvanizatum per immersionem calidam (ASTM A123, stratum zinci ≥ 85 μm) + stratum 3PE (ad libitum), inscriptum ut "RoHS congruens cum ambitu".
Asia Meridionalis-OrientalisGalvanizatio per immersionem calidam (crassitudo zinci ≥100μm) + obductio epoxy picis carbonis cum pondere "nulla rubigo post 5000 horas probationis nebulae salis, apta in atmosphaera marina tropica".
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Designatio:Yin-Yang interlocking, permeability ≤1×10⁻⁷ cm/s
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Americae:ASTM D5887 obsequens
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Asia Meridionalis-Orientalis:Resistens percolationi subterraneae temporis tropici
Selectio Ferri:
Bonum gradum chalybis structuralis (e.g., Q355B, S355GP, GR50) secundum proprietates mechanicas elige.
Calefactio:
Calefac tabulas/laminas ad ~1200°C propter malleabilitatem.
Calida Voluminatio:
Chalybem in formam U-formae molis volubilibus forma.
Refrigeratio:
In formis vel patellis singularibus cum aqua fontana refrigera, agitando donec crassitudo recta sit.
Rectificatio et Sectio:
Sola longitudo et latitudo probantur et ad longitudinem normalem vel ad longitudinem emptoris secantur.
Inspectio Qualitatis:
Inspectiones dimensionales, mechanicas, et visuales perage.
Tractatio Superficiei (Optionalis):
Si opus est, colorem, aut laminam zincam, aut praesidium contra rubiginem adhibe.
Involucrum et Transportatio:
Fascicula, protege, et ad transportandum onera.
Portus et NavaliaInterclusio est valida et stabilis, ita ut pali ferrei sint solutio durabilis muri retinentis pro litoribus, portibus et navalibus.
Ingeniaria PontiumIn forma fundamentorum profundorum, capacitatem portandi augent et structuram pontis ab atterendo protegunt.
Statio SubterraneaPraebent fulcimentum laterale fidum ad prohibendum collapsum soli dum foditur et dum construitur.
Proiecta Conservationis AquaeIdoneus ad protectionem riparum fluminum, sustentationem aggerum, et fabricationem arcarum, quo fit ut aquarum administratio tuta et certa sit.
Portus et Navale constructio
Ingeniaria Pontium
Fundamentum profundum pro stationibus subterraneis
Proiecta conservationis aquae
Auxilium Locale:Turma Hispanice loquens communicationem facilem praestat.
Disponibilitas copiae:Merces paratae ad mittendum pro celeri traditione.
Involucrum Professionale:Fasciculatus et contra corrosionem protectus.
Vectura Fidus:Logistica tuta et efficax ad locum tuum.
Involucrum et Transportatio Pali Ferrei pro Tabulis Laminaribus:
SarcinatioOrdinate involutum cum lorum ferreum vel fune metallico.
Protectio finisExtrema palorum ligneis stipitibus vel operculis proteguntur.
Anti-corrosioOleo rubiginem prohibente vel pellicula aquae resistenti obductum.
Onus et TransportatioFasciculos grue vel furca elevatoria tolle; tuto in autocurrum vel receptaculum onera.
ExoneratioTute exonerate et accumulate in agro ad commodum accessum.












