Materyèl Bilding Steel H Beam I - Beam

Sep 23, 2025

Kite yon mesaj

C/z/h purli
Steel purlin, ke yo rele tou asye ankadreman, li se konstriksyon bilding materyèl, apwopriye pou tout bilding, nou se ekipman pou galvanised & materyèl nwa nan C/Z seksyon purlin, H gwo bout bwa/kolòn, tib kare, wonn tib/ba, elatriye.

C/z/h spesifikasyon purlin

C/z/h purlinspesifikasyon
Asye standard: ASTM, AISI, JIS, DIN, EN, GB, BS,
AsyeMateryèl: Pi / gl / ppgi / ppgl / al - mg - Mn alyaj fèy, mozayik résine
Zinc/alu - Zinc cOntent: 20-375g/m2
Epesè: 1.0-3.0mm
Longè: Kòm pou chak Customized
Gwosè: Kòm pou chak tablo

 

Building Materials Steel H Beam I-Beam

 

Purlins dimansyon ak pwa:

Seksyon Gwosè (mm) t (mm) D
(mm)
Z seksyon C seksyon Mass (kg/m)
E (mm) F (mm) L (mm) B (mm) L (mm)
100-10 1.0 102 53 49 12.5 51 12.5 1.78
100-12 1.2 102 53 49 12.5 51 12.5 2.01
100-15 1.5 102 53 49 13.5 51 13.5 2.62
100-19 1.9 102 53 49 14.5 51 14.5 3.29
150-12 1.2 152 65 61 15.5 64 14.5 2.89
150-15 1.5 152 65 61 16.5 64 15.5 3.59
150-19 1.9 152 65 61 17.5 64 16.5 4.51
150-24 2.4 152 66 60 19.5 64 18.5 5.70
200-12 1.2 203 79 74 15.0 76 15.0 3.59
200-15 1.5 203 79 74 15.0 76 15.5 4.49
200-19 1.9 203 79 74 18.5 76 19.0 5.74
200-24 2.4 203 79 73 21.5 76 21.0 7.24
250-15 1.5 254 79 74 18.0 76 18.0 5.15
250-19 1.9 254 79 74 18.0 76 18.5 6.50
250-24 2.4 254 79 73 21.0 76 20.5 8.16
300-19 1.9 300 100 93 27.0 96 26.5 7.99
300-24 2.4 300 100 93 27.0 96 27.5 10.09
300-30 3.0 300 100 93 31.0 96 31.5 12.76
350-24 2.4 350 129 121 30.0 125 29.0 12.18
350-30 3.0 350 129 121 30.0 125 30.0 15.23
400-24 2.4 400 129 121 30.0 125 28.0 13.16
400-30 3.0 400 129 121 30.0 125 30.0 16.39


C seksyon - Pwopriyete seksyon konplè

Gwosè seksyon (mm) Zòn(mm2) Dezyèm moman nan zòn(x106mm4) Dezyèm modil
(x 103 mm3)
Reyon jirasyon
(mm)
Torsyonkonstan
(mm4)
Deformation konstan (x 106mm6) Mono - Simetri konstan (mm) Tayemitan(mm) Sant gravite (mm)
    lx' ly' Zx' Zy' rx ry J lw By xo x
C10010 215 0.36 0.08 7.13 2.19 41.1 18.7 71.8 160 123.3 -39.9 16.1
C10012 258 0.43 0.09 8.48 2.59 41.0 18.6 123.6 188 122.8 -39.7 16.0
C10015 323 0.54 0.11 10.54 3.29 40.8 18.7 241.9 241 122.4 -40.1 16.1
C10019 409 0.67 0.14 13.20 4.21 40.6 18.7 491.6 311 121.8 -40.4 16.2
C15012 354 1.29 0.19 16.97 4.17 60.4 23.1 169.9 842 171.2 -46.5 18.3
C15015 443 1.61 0.24 21.14 5.29 60.3 23.1 331.9 1071 170.5 -46.9 18.4
C15019 561 2.02 0.30 26.60 6.75 60.0 23.1 674.5 1370 169.7 -47.1 18.5
C15024 712 2.54 0.39 33.47 8.79 59.8 23.3 1367.0 1807 168.5 -48.0 18.9
C20012 444 2.83 0.32 28.06 5.79 79.8 26.7 213.3 2459 223.6 -51.6 19.9
C20015 555 3.53 0.40 34.73 7.35 79.7 26.7 416.0 3063 223.2 -51.6 19.9
C20019 713 4.51 0.53 44.45 9.77 79.6 27.3 858.0 4240 221.0 -53.6 20.8
C20024 906 5.69 0.68 56.03 12.67 79.3 27.4 1740.0 5540 219.0 -54.4 21.1
C25015 639 6.05 0.45 47.89 7.93 97.3 26.4 479.1 5473 276.8 -48.6 18.2
C25019 808 7.62 0.56 59.98 9.86 97.1 26.4 971.7 6860 276.4 -48.5 18.1
C25024 1020 9.62 0.72 75.74 12.79 96.9 26.5 1970.0 8920 273.9 -49.3 18.4
C30019 1001 13.50 1.20 90.57 17.36 116.1 34.6 1205.0 21230 320.8 -65.9 25.0
C30024 1260 17.00 1.51 113.10 21.68 116.0 34.6 2430.0 26800 319.8 -66.0 25.0
C30030 1600 21.25 1.96 142.20 28.50 116.0 35.0 4790.0 35700 315.8 -67.9 25.8
C35024 1530 28.80 3.07 165.71 34.30 137.2 44.7 2938.0 72300 379.4 86.3 33.2
C35030 1910 35.80 3.82 204.60 42.28 137.0 44.7 5730.0 90000 378.4 -86.3 33.2
C40024 1645 39.21 3.15 197.3 34.20 154.4 43.8 3159.0 95530 433.8 -81.0 30.5
C40030 2060 48.94 3.96 246.5 43.47 154.1 43.9 6179.0 121000 431.6 -81.7 30.8


Z seksyon- Pwopriyete seksyon konplè

Seksyon Zòn(mm2) Dezyèm moman
nan zòn
(x106mm4)
Dezyèm modil
(x103mm3)
Reyon gyration (mm) Mono - Simetri konstan (mm) Torsyonkonstan(mm4) Antrekonstan(x 106mm6) Sant sizayman (mm) Sant gravite (mm) ¥
(deg.)
lx' ly' Zx' Zy' rx ry Bx By J lw xo yo x y
Z10010 215 0.36 0.13 7.00 2.56 41 24.6 9.9 11.8 71.9 215 -1.94 -4.73 1.11 -0.94 27.6
Z10012 258 0.43 0.16 8.32 3.02 41 24.5 9.9 11.8 123.8 252 -1.94 -4.75 1.11 -0.94 27.5
Z10015 323 0.54 0.20 10.34 3.84 41 24.7 9.9 11.8 241.9 321 -1.95 -4.75 1.11 -0.94 27.8
Z10019 409 0.67 0.25 12.96 4.92 41 24.7 9.9 11.7 491.6 409 -1.96 -4.77 1.12 -0.94 28.1
Z15012 354 1.28 0.30 16.68 4.78 60 29.3 12.4 12.7 169.9 1156 -1.88 -5.89 1.01 -1.03 21.8
Z15015 443 1.60 0.38 20.78 6.06 60 29.4 12.4 12.6 331.9 1462 -1.89 -5.90 1.01 -1.02 22.0
Z15019 561 2.01 0.49 26.13 7.73 60 29.5 12.5 12.6 674.5 1859 -1.90 -5.92 1.02 -1.02 22.1
Z15024 712 2.53 0.63 32.65 10.00 60 29.8 18.7 18.6 1367 2407 -2.88 -8.87 1.54 -1.52 22.5
Z20012 446 2.84 0.50 27.79 6.58 80 33.6 17.5 17.0 213.9 3476 -1.65 -9.90 1.18 -1.36 18.6
Z20015 555 3.53 0.62 34.30 8.05 80 33.4 17.6 17.1 416.3 4261 -2.26 -8.30 1.17 -1.36 18.5
Z20019 713 4.52 0.84 43.90 10.97 80 34.4 17.4 16.8 857.4 5830 -2.30 -8.24 1.19 -1.34 19.1
Z20024 906 5.67 1.10 55.29 14.37 80 34.8 21.0 19.8 1740 7626 -2.79 -9.94 1.45 -1.60 19.4
Z25015 640 6.07 0.67 47.51 8.77 97 32.4 22.3 19.8 480.3 7666 -1.53 -12.23 1.05 1.48 14.1
Z25019 808 7.62 0.83 59.33 10.81 97 32.1 25.9 23.5 971.7 9478 -2.69 -12.16 1.34 -1.87 14.7
Z25024 1026 9.64 1.09 74.89 14.17 97 32.5 27.0 23.5 1971 12370 -2.62 -12.79 1.27 -1.77 14.3
Z30019 1005 13.57 1.87 89.83 19.38 116 43.2 28.6 25.4 1209.0 29630 -2.29 -15.86 1.56 -1.97 16.1
Z30024 1264 16.99 2.32 111.79 23.85 116 42.8 20.9 17.2 2427 36570 -1.99 -10.19 0.94 -1.00 16.2
Z30030 1595 21.35 3.04 140.50 31.36 116 43.6 21.3 16.9 4786 48200 -2.02 -10.42 0.94 -0.94 16.6
Z35024 1535 28.89 4.83 164.2 38.74 140 56.1 29.2 27.4 2947 101200 -2.66 -16.44 1.86 -2.17 17.9
Z35030 1910 35.80 5.93 202.07 47.22 137 55.7 21.6 19.1 5731 123644 -2.38 -10.49 1.16 -1.19 18.0
Z40024 1655 39.48 4.83 196.3 38.70 155 54.0 34.0 30.3 3177 136100 -2.49 -18.72 1.73 -2.31 15.0
Z40030 2069 49.19 6.06 244.9 48.76 154 54.1 34.0 30.2 6206 170600 -2.51 -18.76 1.73 -2.30 15.0

Q355B H Beam

1.Ki sa ki H nan yon seksyon asye?

H - seksyon asye travès yoYon kalite gwo bout bwa asye estriktirèl ak yon kwa - seksyon ki sanble ak lèt ​​la "H."H - Seksyon gen egal entènèt ak bride epesè. Yo te fè nan asye woule ak yo disponib nan yon varyete de gwosè ak fòs.

 

2.Ki seksyon H -?

H travès, ke yo rele tou H - seksyon asye oswa asye H travès, yoEstriktirèl asye travès ak yon "H" fòm. Yo lajman itilize nan konstriksyon ak divès kalite aplikasyon pou endistriyèl akòz fòs yo ak adaptabilite.

 

3.Ki sa ki diferans ki genyen ant H ak mwen seksyon?

Diferans prensipal ki genyen ant de kalite sa yo nan travès se fòm yo.Yon "mwen" gwo bout bwa gen yon kwa triyangilè - seksyon, pandan y ap yon "H" gwo bout bwa gen yon yon sèl rektangilè(kon sa non an). Yon lòt diferans ant yo se ke yon "H" gwo bout bwa se nòmalman pi long pase yon "mwen" gwo bout bwa ki gen menm gwosè ak kapasite pwa.

 

4. Ki se pi fò, h oswa mwen - gwo bout bwa?

H - gwo bout bwa: Yon H - gen yon sit entènèt sant pi epè, ki vle di li se souvan pi fò. Mwen - gwo bout bwa: yon mwen - gwo bout bwa souvan gen yon sant sant mens, ki vle di li se souvan pa kapab pran kòm anpil fòs kòm yon h - gwo bout bwa.

 

5.Ki sa ki diferans ki genyen ant seksyon H ak seksyon W?

W - travès gen yon w - ki gen fòm kwa - seksyon, pandan y ap h - travès gen yon h -. Lajè bride ak epesè: w - travès tipikman gen pi laj èl ak chenn mens pase h - travès. Sa fè w - travès ideyal pou sipòte pi lou charj sou pi long chvoch.