W10 × 4 × 12 H steel profile
Hauv Gnee Group, tus neeg ua si caij nyoog hauv kev lag luam steel, lub pas dej ntawm kev paub nyob. Qhov kev nplua nuj ntawm kev txawj ntse no tshwm sim los ntawm cov kws tshaj lij tshwj xeeb uas tau txais txiaj ntsig ntawm kev xa cov lus qhia thiab cov lus ntuas. Cov kws paub txog cov kws tshaj lij no tau npaj los pab rau hauv kev xaiv zoo ntawm cov khoom siv hlau zoo uas haum rau qhov exigencies ntawm ib qhov project tshwj xeeb. Qhov kev muaj peev xwm tshwj xeeb no ua rau muaj kev sib nqus sib nqus, nyiam cov neeg siv khoom sib txawv los ntawm thoob plaws lub ntiaj teb. Cov neeg tuaj saib tau kos rau peb lub tuam txhab thaj chaw, nrhiav kev nkag siab thiab cov lus pom zoo los ntawm peb pab neeg ua haujlwm. Qhov tshwm sim yog thoob ntiaj teb cov neeg siv khoom, kev sib txuas thiab kev txiav txim siab, uas tau tsav los ntawm kev lees paub ntawm kev txais tsis tau tsuas yog cov khoom lag luam zoo nkauj xwb tab sis kuj tsim kev txhawb nqa.
| Lub npe | Unit Nyhav (lbs/ft) | Qhov hnyav (kg / m) | Standard SectionalDimension (mm) | Thaj tsam (cm²) | ||||
| W | M | H | B | t1 | t2 | r | A | |
| W10×4 | 12 | 17.9 | 251 | 101 | 4.8 | 5.3 | 7.6 | 22.68 |
| 15 | 22.3 | 254 | 102 | 5.8 | 6.9 | 7.6 | 28.43 | |
| 17 | 25.3 | 257 | 102 | 6.1 | 8.4 | 7.6 | 32.26 | |
| 19 | 28.4 | 260 | 102 | 6.4 | 10.0 | 7.6 | 36.28 | |
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Qhov Chaw Keeb Kwm |
Tuam Tshoj |
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Tianjin |
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Lub npe |
W10 × 4 × 12 H steel profile |
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Daim ntawv thov |
Structure Building, Choj tsheb tsim thiab lwm yam. |
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Txuj |
ASTM |
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Hom Lub Npe |
Gnee |
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Ua siab ntev |
± 1 feem pua |
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Kev Pabcuam |
Bending, Vuam, Decoiling, Punching, Txiav |
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Alloy Los Tsis |
Tsis-Alloy |
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Invoicing |
los ntawm theoretical hnyav |
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Lub sij hawm xa tuaj |
8-14 hnub |
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Khoom npe |
Carbon Steel H-nqaj |
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Cov duab |
H-puab I-puab |
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Technical |
Kub Rolled IPE Beam |
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Hom |
Beam Construction |
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Kev siv |
Lub Tsev Choj Siv Khoom Siv |
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Pob |
Standard Sea-worthy Packing |
Cov yam ntxwv ntawm H steel profile:
- Flexural Rigidity: Lub hauv paus tsim ntawm H-beams embodies ib txoj hauv kev zoo rau flexural rigidity. Qhov kev tsim qauv zoo no ua rau cov kab teeb no ua kom cov khoom tawg tau zoo, yog li txo qis qhov tsis xav tau deflection txawm tias raug hnyav hnyav hnyav. Cov yam ntxwv tshwj xeeb no ua rau H-beams tshwj xeeb tshaj yog ua tau zoo ntawm kev tswj hwm lawv cov qauv kev ncaj ncees thiab cov duab, ua rau lawv tseem ceeb rau cov ntawv thov uas qhov kev ua tau zoo ntawm kev thauj khoom yog qhov tseem ceeb.
- Uniform Load Distribution: Ib qho ntawm cov yam ntxwv tseem ceeb ntawm H-beams nyob hauv lawv lub peev xwm rau kev faib khoom sib xws. Cov flanges nthuav dav ua ke rau hauv lawv cov qauv tsim ua lub luag haujlwm tseem ceeb hauv qhov no. Los ntawm kev tsim txiaj ntawm cov flanges dav dav, lub peev xwm thauj khoom ntawm H-beams txuas ntxiv tshaj li kev txhawb nqa los ntawm kev muaj peev xwm zoo kawg nkaus kom sib npaug sib npaug ntawm sab nraud quab yuam raws li tag nrho ntawm cov nqaj ntev. Cov yam ntxwv no ua rau muaj txiaj ntsig zoo rau lub teeb pom kev zoo tiv thaiv deformation thiab underscores nws haum rau tej yaam num xav tau ib yam load faib, pab txhawb ob qho tib si kev ua tau zoo thiab ntev.
Cim npe nrov: w10 × 4 × 12 h steel profile, Tuam Tshoj w10 × 4 × 12 h steel profile manufacturers, lwm tus neeg, Hoobkas