EMBEDDED SHEET METAL POSTS - UNE 207018

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CONSTRUCTION CHARACTERISTICS

MODEL	H (m)	h1 (mm)	h2 (mm)	Top width (mm)	Base width(mm)	Conicity (mm/m)	Sheet metal thickness (mm)	Weight (kg)
CH 160-7 P	7000	7000	–	110	187	11	2,5	81
CH 160-9 P	9000	9000	–	110	209	11	2,5	110
CH 250-7 P	7000	7000	–	110	243	19	2,5	107
CH 250-9 P	9000	9000	–	110	281	19	2,5	145
CH 250-11 P	11000	11000	–	110	319	19	2,5	190
CH 400-7 P	7000	7000	–	145	271	18	3	155
CH 400-9 P	9000	9000	–	145	307	18	3	206
CH 400-11 P	11000	11000	–	145	343	18	3	204
CH 400-13 P	13000	9000	4750	145	371	18	3/3	325
CH 630-7 P	7000	7000	–	145	285	21	3	176
CH 630-9 P	9000	9000	–	145	325	21	3	232
CH 630-11 P	11000	11000	–	145	365	21	3,5	334
CH 630-13 P	13000	9000	4750	145	397	21	3/3,5	392
CH 800- 7 P	7000	7000	–	200	347	21	3	253
CH 800-9 P	9000	9000	–	200	389	21	3	321
CH 800-11 P	11000	11000	–	200	431	21	3,5	442
CH 800-13 P	13000	9000	4850	200	464	21	3,5/3,5	540
CH 1000-7 P	7000	7000	–	200	368	24	5,5	436
CH 1000-9 P	9000	9000	–	200	416	24	5,5	563
CH 1000-11 P	11000	11000	–	200	465	24	5,5	704
CH 1000-13 P	13000	9000	5000	200	498	24	5,5/5,5	866
CH 1000-15 P	15000	9000	7000	200	546	24	5,5/5,5	990
CH 1250-7 P	7000	7000	–	200	396	28	5,5	471
CH 1250-9 P	9000	9000	–	200	452	28	5,5	609
CH 1250-11 P	11000	11000	–	200	508	28	5,5	763
CH 1250-13 P	13000	13000	5000	200	550	28	5,5/5,5	938
CH 1250-15 P	15000	15000	7000	200	606	28	5,5/5,5	1072
CH 1600-7 P	7000	7000	–	200	396	28	6,5	617
CH 1600-9 P	9000	9000	–	200	452	28	6,5	781
CH 1600-11 P	11000	11000	–	200	508	28	6,5	966
CH 1600-13 P	13000	9000	5000	200	548	28	6,5/6,5	1172
CH 1600-15 P	15000	9000	7000	200	604	28	6,5/6,5	1333
CH 2500-9 P	9000	9000	–	300	552	28	6,5	1026
CH 2500-11 P	11000	11000	–	300	608	28	6,5	1249
CH 2500-13 P	13000	9000	5250	300	648	28	6,5/6,5	1527
CH 2500-15 P	15000	9000	7250	300	704	28	6,5/6,5	1723

BASE PLATE MEASUREMENTS

MODEL	Base plate (mm)	Thickness (mm)	Bolts	Nº Bolts	Bolts length (mm)	Bolts Gas Natural Fenosa (Corrugated and galvanized straight bolts) (mm)
CH 160-7 P	300×300	15	M20	4	1000	–
CH 160-9 P	325×325	15	M20	4	1000	–
CH 250-7 P	375×375	20	M20	4	1000	–
CH 250-9 P	400×400	20	M24	4	1500	M24X1150G
CH 250-11 P	425×425	20	M24	4	1500	M24X1150G
CH 400-7 P	475×475	20	M24	4	1500	–
CH 400-9 P	500×500	20	M24	4	1500	–
CH 400-11 P	525×525	20	M24	4	1500	–
CH 400-13 P	550×550	20	M30	4	1500	–
CH 630-7 P	500×500	25	M24	4	1500	–
CH 630-9 P	525×525	25	M30	4	1500	M30X1500G
CH 630-11 P	550×550	25	M30	4	1500	M30X1500G
CH 630-13 P	575×575	25	M30	4	1500	M30X1500G
CH 800- 7 P	625×625	30	M30	4	1500	–
CH 800-9 P	650×650	30	M30	4	1500	–
CH 800-11 P	675×675	30	M30	4	1500	–
CH 800-13 P	700×700	30	M30	4	1500	–
CH 1000-7 P	700×700	35	M30	4	1500	–
CH 1000-9 P	725×725	35	M30	8	1500	M30X1500G
CH 1000-11 P	750×750	35	M30	8	1500	M30X1500G
CH 1000-13 P	800×800	35	M30	8	1500	M30X1500G
CH 1000-15 P	800×800	35	M30	8	1500	M30X1500G
CH 1250-7 P	750×750	35	M30	8	1500	–
CH 1250-9 P	775×775	35	M30	8	1500	–
CH 1250-11 P	800×800	35	M30	8	1500	–
CH 1250-13 P	825×825	35	M30	8	1500	–
CH 1250-15 P	850×850	35	M30	8	1500	–
CH 1600-7 P	825×825	45	M30	8	1500	–
CH 1600-9 P	850×850	45	M30	8	1500	–
CH 1600-11 P	875×875	45	M30	8	1500	M30X1500G
CH 1600-13 P	900×900	45	M30	8	1500	M30X1500G
CH 1600-15 P	925×925	45	M30	8	1500	M30X1500G
CH 2500-9 P	975×975	45	M33	8	1500	–
CH 2500-11 P	1000×1000	45	M33	8	1500	M33X1600G
CH 2500-13 P	1025×1025	45	M33	8	1500	M33X1600G
CH 2500-15 P	1050×1050	45	M33	8	1500	M33X1600G

FOUNDATION – EMBEDDED SHEET METAL POSTS

MODEL	H TOTAL (m)	h (m)	K=8 a (m)	K=8 v (m3)	K=12 a (m)	K=12 v (m3)	K=16 a (m)	K=16 v (m3)
CH 160 P	7	1.20	0.69	0.57	0.52	0.32	0.40	0.19
CH 160 P	9	1.25	0.74	0.68	0.56	0.39	0.43	0.23
CH 250 P	7	1.30	0.78	0.79	0.56	0.45	0.47	0.29
CH 250 P	9	1.55	0.85	1.12	0.64	0.63	0.50	0.39
CH 250 P	11	1.55	0.88	1.20	0.66	0.68	0.53	0.44
CH 400 P	7	1.55	0.92	1.31	0.70	0.76	0.58	0.52
CH 400 P	9	1.55	0.99	1.52	0.76	0.90	0.60	0.56
CH 400 P	11	1.55	1.04	1.68	0.80	0.99	0.63	0.62
CH 400 P	13	1.55	1.07	1.77	0.82	1.04	0.65	0.65
CH 630 P	7	1.55	1.00	1.55	0.76	0.90	0.60	0.56
CH 630 P	9	1.55	1.09	1.84	0.82	1.04	0.63	0.62
CH 630 P	11	1.60	1.09	1.90	0.82	1.08	0.65	0.68
CH 630 P	13	1.70	1.11	2.09	0.82	1.14	0.68	0.79
CH 800 P	7	1.55	1.19	2.19	0.92	1.31	0.73	0.83
CH 800 P	9	1.55	1.21	2.27	0.93	1.34	0.75	0.87
CH 800 P	11	1.65	1.27	2.66	0.98	1.58	0.78	1.00
CH 800 P	13	1.70	1.33	3.01	1.02	1.77	0.80	1.09
CH 1000 P	7	1.55	1.28	2.54	1.01	1.58	0.80	0.99
CH 1000 P	9	1.60	1.31	2.75	1.02	1.66	0.83	1.10
CH 1000 P	11	1.70	1.38	3.24	1.07	1.95	0.86	1.26
CH 1000 P	13	1.75	1.44	3.63	1.11	2.16	0.89	1.39
CH 1000 P	15	1.80	1.48	3.94	1.14	2.34	0.91	1.49
CH 1250 P	7	1.65	1.32	2.87	1.01	1.68	0.85	1.19
CH 1250 P	9	1.70	1.43	3.48	1.11	2.09	0.89	1.35
CH 1250 P	11	1.75	1.45	3.68	1.11	2.16	0.90	1.42
CH 1250 P	13	1.85	1.49	4.11	1.14	2.40	0.93	1.60
CH 1250 P	15	1.90	1.53	4.45	1.17	2.60	0.95	1.71
CH 1600 P	7	1.70	1.46	3.62	1.14	2.21	0.93	1.47
CH 1600 P	9	1.75	1.51	3.99	1.17	2.40	0.95	1.58
CH 1600 P	11	1.85	1.59	4.68	1.24	2.84	0.98	1.78
CH 1600 P	13	1.90	1.67	5.30	1.29	3.16	1.04	2.06
CH 1600 P	15	1.95	1.72	5.77	1.34	3.50	1.06	2.19
CH 2500 P	9	2.00	1.72	5.92	1.33	3.54	1.08	2.33
CH 2500 P	11	2.00	1.75	6.13	1.34	3.59	1.10	2.42
CH 2500 P	13	2.10	1.82	6.96	1.41	4.18	1.15	2.78
CH 2500 P	15	2.15	1.90	7.76	1.46	4.58	1.20	3.10

On the table enclosed the foundations required are given depending on if the terrain is soft, normal or rocky, defined by an average compressibility coefficient or for a depth of two metres of 8, 12 and 16 Kg/cm³ respectively. These foundations have been proven against falling with the Sulzberger formula with a 1.5 factor of safety.
Verifying that 1,5 Mv ≤ M1 + M2
Where:
M1= 0,278 Kah3
M2= 0,4 Pa
For:
K= 8 Kg/cm³ (soft terrain)
K= 12 Kg/cm³ (normal terrain)
K= 16 Kg/cm³ (rocky terrain)