P10 40mm Gravis Officium Galvanized Ferro Grating

Introductio gravis generis craticulae ferro:

Patina gravis chalybea specialiter destinatur ad onera gravia occasiones productio laminae ferreae productorum.Patina gravis chalybeis formatur a pressione cudonei processus ferri quadrati retorta et magnum ferens chalybem plana per caliditatem et altam pressuram.Ob singularitatem ponderis ferri, vulgo loquendo, lamina ferrea gravis densior (6mm, 8mm, 10mm) facta est et latiore plana chalybea sicut ferrea plana portans.Planum chalybeum spacium gravium oneris bracteae ferreae cancellatae plerumque 30mm sunt, et vectis spacium eligi potest pro 50mm et 100mm.Potest fieri pressione cucurbitio vel pressione pessuli.Idoneum est aeriporto, via, suggestu industriali, portui terminali et aliis occasionibus specialibus.

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Descriptio

Grave officium chalybeum craticulae commeatus longe maioris roboris ad-pondus quam aliae materiae contabulationis onera gravia sustinendae sunt sicut mercaturae forklift vel salsissimus.
Cum hae clatae de more in graviori servitio sunt, enixe commendatur ut omnes fines patentes culta vel onere colligantur.Cohors iuncta subsidiis vectis haec onera distribuit et corruptelas panels potentialibus regit.

Characteres graves Type Steel Plating Grating

Maxima proprietas bracteae ferreae gravis est quod magnum onus facultatem habet ac resistentiam fortissimum ictum.Commendatur ut laminam ferream dentatam, quae frictio melius praebere potest.Productum praepositum est in locis cum magnis oneribus et multis vehiculis.Sera premendi optima methodus fabricandi est, quae efficaciter impedire potest instabilitatem benilitatis ferre planae ferri.Fuge sarcina plana deformatio ferro.

Gravis Type Ferro cancellos Plating Requirements

Productio technologiae bracteae magnae ferreae speciales habet requisita.Fere, princeps qualitas chalybis carbonis structuralis vel chalybs immaculata requiritur ad altam vim et bonam corrosionem resistendum.Eius compositio chemica et proprietates mechanicas requisitis Q235A GB70088 vel 0Crl8Ni9 de GBl22092 obtemperabunt, respective.Quaeque ferens chalybem planus et oras- sator, Duplex panum vitta glutino et glomeratio non minus quam 3MM;Articulatio cujusque ferrei plani ferri, et virga torquenti plene iuncta est;Post productionem partium semiplenarum nigrarum, sordes, glutinosa, scoria et lappa removenda sunt, anguli sine acutis marginibus poliantur, et tota lamina plana sit.Lamina ferrea gravis ad moveret etiam strictissimam.Cum crassitudo ferri plani ferri non minus quam 5MM est, mediocris pondus iacuit zinci post movere non minus quam 610g/㎡;Cum crassitudo ferri ferri plani minor 5mm est, mediocris pondus zinci post movere non minus erit quam 460g/㎡.Qualitas et requisita post movere debent ad novissimam "calvantem tinguendam Galvanizing" GB/T13912-2008 vexillum.

Gravis Type Ferro Grating

Type	afferentem bar Latitudo	afferentem bar crassitudine	Crucis barsize	Theoria pondus	Loadand claudicatio	Patet spatium
Type	afferentem bar Latitudo	afferentem bar crassitudine	Crucis barsize	Theoria pondus	Loadand claudicatio	200	400	600	800	1000	1200	1400	1600	1800	2000	MMCC	2400	2600	2800	3000
G1508/40/100	150	8	8×8	284.9	U	25500	6375	2833	1593	1020	708	520	398	314	255	210	177	150	130	113
G1508/40/100	150	8	8×8	284.9	D	0.05	0.18	0.41	0.73	1.15	1.66	2.26	2.95	3.74	4.63	5.6	6.7	7.85	9.17	10.54
G1308/40/100	130	8	8×8	247.6	U	19153	4788	2128	1197	766	532	390	299	236	191	158	133	113	97	85
G1308/40/100	130	8	8×8	247.6	D	0.05	0.21	0.48	0.85	1.33	1.91	2.6	3.14	4.32	5.34	6.49	7.76	9.11	10.55	12.22
G1208/40/100	120	8	8×8	229.0	U	16320	4080	1813	1020	653	453	333	255	201	163	134	113	96	83	72
G1208/40/100	120	8	8×8	229.0	D	0.06	0.23	0.52	0.92	1.44	2.07	2.83	3.7	4.68	5.8	7	8.39	9.85	11.5	13.2
G1008/40/100	100	8	8×8	191.7	U	11333	2833	1259	708	453	314	231	177	139	113	93	78	67	57	50
G1008/40/100	100	8	8×8	191.7	D	0.07	0.28	0.62	1.1	1.73	2.48	3.39	4.45	5.61	6.97	8.43	10.05	11.94	13.73	15.94
G908/40/100	90	8	8×8	173.1	U	9180	2295	1020	573	367	255	187	143	113	91	75	63	54	46	40
G908/40/100	90	8	8×8	173.1	D	0.08	0.31	0.69	1.22	1.92	2.77	3.77	4.93	6.26	7.72	9.35	11.17	13.24	15.25	17.57
G808/40/100	80	8	8×8	154.4	U	7253	1813	805	453	290	201	148	113	89	72	59	50	42	37	32
G808/40/100	80	8	8×8	154.4	D	0.09	0.34	0.77	1.38	2.16	3.11	4.25	5.56	7.04	8.71	10.5	12.66	14.73	17.53	20.11
G758/40/100	75	8	8×8	145.1	U	6375	1593	708	398	255	177	130	99	78	63	52	44	37	32	28
G758/40/100	75	8	8×8	145.1	D	0.09	0.37	0.83	1.47	2.31	3.33	4.54	5.92	7.5	9.27	11.25	13.55	15.78	18.47	21.42
G756/30/100	75	6	8×8	140.1	U	6375	1593	708	398	255	177	130	99	78	63	52	44	37	32	28
G756/30/100	75	6	8×8	140.1	D	0.09	0.37	0.83	1.47	2.3	3.33	4.54	5.91	7.49	9.26	11.24	13.53	15.76	18.44	21.39
G756/40/100	75	6	8×8	1101	U	4781	1195	531	298	191	132	97	74	59	47	39	33	28	24	21
G756/40/100	75	6	8×8	1101	D	0.09	0.37	0.83	1.47	2.3	3.31	4.52	5.9	7.56	9.22	11.25	13.55	15.93	18.48	21.44
G706/30/100	70	6	8×8	131.1	U	5553	1388	617	347	222	154	113	86	68	55	45	38	32	28	24
G706/30/100	70	6	8×8	131.1	D	0.1	0.39	0.89	1.58	2.47	3.56	4.85	6.32	8.04	9.96	11.99	14.41	16.82	19.9	22.65
G706/40/100	70	6	8×8	103.2	U	4165	1041	462	260	166	115	85	65	51	41	34	28	24	21	18
G706/40/100	70	6	8×8	103.2	D	0.1	0.39	0.88	1.58	2.46	3.55	4.87	6.38	8.05	9.91	12.09	14.19	16.85	19.95	22.7

Notae:
1. U: onere salvo et uniformiter distributo, KN/m2.
2. D: maxima deflexio cum onere securo recensito correspondente.
3. Pondus theoricum est pondus 1m longitudinis calidi craticulae detritum.

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