Europae Standard HEA HEB IPE Ferro sectionem

HEB sectiones. The medium variant of H trabes ferri. HEA trabi comparatus, HEB trabes maius pondus habet capacitatis et LABIUM aliquanto gravius et latius quam in HEA trabe.

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Oratio: N. 4-1114, Beichen Building, Beicang Town, Beichen District Tianjin, China.

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H-trabes chalybs novum genus constructionis oeconomici chalybis est. H-trabes oeconomice rationabili figura crucis sectionis et bona mechanica. Comparatus cum I trabe, H trabes cum commodis sectionis maioris moduli, levioris ponderis et materiae salutaris, 30-40% structurae structurae pondus minuere potest.

HEA HEB IPE Steel section H I Beam
magnitudine	100mm68mm-900mm300mm
Longitudo	1--12m seu sicut petitionem
aequalis Anglus	Type: 2#-20#
	Size: 20-200mm
	Crassitudo: 3.0-24mm
	Weight: 0.597-71.168kg/m
Anglus inaequalis	Type: 2.5/1.6-20/12.5
	Latus longus: 25-200mm
	Brevis Latus: 16-125mm
	Crassitudo: 3.0-18mm
	Weight: 1.687-43.588kg/m
Standard	ISO 9001-2008 / ISO 630 / JIS / ASTMISO 9001-2008 / ISO 630 / JIS / ASTM / BS1387-1985/ GB/T3091-2001, GB/T13793-92, ISO630/E235B/ JIS G3131/JIS G3131/JIS G3106/
Materia	Q195,Q215,Q235B,Q345B,S235JR/S235/S355JR/S355, SS440/SM400A/SM400B
Ars	Hot Rolled, mittentes
Superficies	Unctum, arena rubicundum, movere, pingere, secans rogationem tuam.
stipare	1.Water-probationem pannum plasticum,
	2.Woven saccis
	3.PVC involucrum;
	4.Steel fasciculos denudat
	5.As postulationem tuam
Applicaiton	Aedificatio structurae et machinalis structurae, ut trabes, pontes, turris transmissio, machinis vecturae elevatio, navis, fornax industrialis, turris reactionis, continens tabulas et horrea.
Mercedem & Trade Terms	1.Pensatio pecuniae T/T,L/C, D/P, Occidentis unio
	2.Trade Termini: FOB/CFR/CIF
	3. Minimum quantitatem ordinis 5 MT (5,000KGS)
Tempus adferendi	1. Solet, intra 10-20days post depositum vel LC.
Tempus adferendi	2.Secundum ordinem quantitas

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Chinese Standard Specifications of H Iron Trabem

SECUNDUM SIGNUM: JIS G3192 VEL GB/T11263-2005
H trabs Section sizenma(mm)			Pondus (kg/m)
Altitudo-Latitudo	Crassitudo telae	LABIUM crassitiem	Pondus (kg/m)
100×100	6	8	16.9
125-125	6.5	9	23.6
150×150	7	10	31.1
175 175	7.5	11	40.4
200×200	8	12	49.9
250× 250	9	14	71.8
300×300	10	15	93.0
300×300	15	15	105.0
350×350	12	19	134.9
400×400	13	21	171.7
148×100	6	9	20.7
194×150	6	9	29.9
244× 175	7	11	43.6
294×200	8	12	55.8
340×250	9	14	78.1
390×300	10	16	104.6
440×300	11	18	120.8
482× 300	11	15	110.8
488×300	11	18	124.9
582× 300	12	17	132.8
588×300	12	20	147.0
100×50	5	7	9.3
125×60	6	8	13.1
150×75	5	7	14.0
175×90	5	8	18.0
198×99	4.5	7	17.8
200×100	5.5	8	20.9
248-124	5	8	25.1
250-125	6	9	29.0
298×149	5.5	8	32.0
300×150	6.5	9	36.7
346×174	6	9	41.2
350× 175	7	11	49.4
396×199	7	11	56.1
400×200	8	13	65.4
446×199	8	12	65.1
450×200	9	14	74.9
496×199	9	14	77.9
500×200	10	16	88.1
596×199	10	15	92.4
600×200	11	17	103.4
700×300	13	24	181.8
800×300	14	26	206.8
900×300	16	28	240.1

Signa & Specification

Standard Dimension Sectional					Sectio	Unit Pondus		Informativum Reference
Standard Dimension Sectional					Area			Geometrica			Radius of		Modulus of
Nominal	H X B	t1	t2	r*	A			momentum inertiae			Gyratio regio		Sectio
Dimensional mm	mm	mm	mm	mm	cm2	kg/m	kg/12m	1x cm4	1ycm4	IX cm	iy cm *	Zx cm3	Zy cm3
100 x 100	100 x100	6	8	10	21.90	17.20	206	383	134	4.18	2.47	76.50	26.7
125 x 125	125 x125	6.5	9	10	30.31	23.80	286	847	293	5.29	3.11	136	47.00
150 x150	150 x150	7	10	11	40.14	31.50	378	1,640	563	6.39	3.75	219.00	75.10
175 x175	175 x175	7.5	11	12	51.21	40.20	482	2,880	984	7.50	4.38	330.00	112.00
200 x200	200 x200	8	12	13	63.53	49.90	599	4,720	1,600	8.62	5.02	472.00	160.00
250 x250	250 x250	9	14	16	92.18	72.40	869	10,800	3,650	10.80	6.29	867.00	292.00
300 x300	300 x300	10	15	18	119.80	94.00	1128	20,400	6,750	13.10	7.51	1,360.00	450.00
350 x350	350 x350	12	19	20	173.9	137.00	1644	40,300	13,600	15.20	8.84	2,300.00	776.00