/ Conhecimento /Estacas prancha conformadas a frio CRP-Z

Estacas prancha conformadas a frio CRP-Z

Section	Dimensions			sectional area	Mass		Moment of inertia	Modulus of Section
	Width	Height	Thickness	sectional area	Per pile	Wall	Moment of inertia	Modulus of Section
	w	h	t
	mm	mm	mm	cm2/m	kg/m	kg/m2	cm4/m	cm3/m
CRP-Z-835	550	200	8.0	121	52.3	95	8350	835
CRP-Z-940	550	200	9.0	136.4	58.9	107	9400	940
CRP-Z-1800	610	340.0	9.0	154.0	73.8	121.0	30600	1800
CRP-Z-2000	610	340.0	10.0	171.0	81.7	134.0	34000	2000
CRP-Z-2200	610	340.0	11.0	188.0	90.3	148.0	37400	2200
CRP-Z-1805	630	380.0	8.0	127.2	62.9	99.8	34293	1805
CRP-Z-2239	630	380.0	10.0	159.1	78.7	124.9	42531	2239
CRP-Z-2672	630	380.0	12.0	190.9	94.4	149.8	50765	2672
CRP-Z-1610	635	379.0	7.0	123.4	61.5	96.9	30502	1610
CRP-Z-1827	635	380.0	8.0	140.6	70.1	110.3	34717	1827
CRP-Z-2265	635	417.0	9.0	162.6	81.1	127.6	47225	2265
CRP-Z-2500	635	418.0	10.0	180.0	89.7	141.3	52258	2500
CRP-Z-2806	635	419.0	11.0	209.0	104.2	164.1	58786	2806
CRP-Z-3042	635	420.0	12.0	227.3	113.3	178.4	63889	3042
CRP-Z-3276	635	421.0	13.0	245.4	122.3	192.7	68954	3276
CRP-Z-1229	650	319.0	7.0	113.2	57.8	88.9	19603	1229
CRP-Z-1395	650	320.0	8.0	128.9	65.8	101.2	22312	1395
CRP-Z-1980	650	437.0	8.0	138.6	70.8	108.8	43293	1980
CRP-Z-2100	650	438.0	8.5	147.1	75.1	115.5	45912	2100
CRP-Z-2220	650	438.0	9.0	155.5	79.4	122.1	48521	2220
CRP-Z-2330	650	439.0	9.5.	163.8	83.6	128.6	51120	2330
CRP-Z-2450	650	439.0	10.0	172.2	87.9	135.2	53709	2450
CRP-Z-1370	675	399.0	6.5	104.7	55.5	82.2	27251	1370
CRP-Z-1470	675	399.0	7.0	112.7	59.7	88.5	29281	1470
CRP-Z-1570	675	400.0	7.5	120.7	64.0	94.8	31325	1570
CRP-Z-1670	675	400.0	8.0	128.7	68.2	101.1	33350	1670
CRP-Z-2620	675	440.0	10.5	181.0	95.9	142.1	57410	2620
CRP-Z-2730	675	440.0	11.0	188.4	99.8	147.9	60043	2730
CRP-Z-2850	675	441.0	11.5	196.9	104.4	154.6	62667	2850
CRP-Z-2960	675	441.0	12.0	205.5	108.9	161.3	65281	2960
CRP-Z-3120	675	442.0	12.7	217.5	115.2	170.7	68927	3120
CRP-Z-3180	675	487.0	11.0	204.4	108.3	160.5	77367	3180
CRP-Z-3320	675	488.0	11.5	213.4	113.1	167.5	80750	3320

Section	Dimensions			sectional area	Mass		Moment of inertia	Modulus of Section
	Width	Height	Thickness	sectional area	Per pile	Wall	Moment of inertia	Modulus of Section
	w	h	t
	mm	mm	mm	cm2/m	kg/m	kg/m2	cm4/m	cm3/m
CRP-Z-3450	675	488.0	12.0	222.4	117.8	174.6	84121	3450
CRP-Z-3580	675	489.0	12.5	231.2	122.5	181.5	87473	3580
CRP-Z-3720	675	489.0	13.0	240.1	127.3	188.5	90830	3720
CRP-Z-3455	675	490.0	12.0	224.4	118.9	176.1	84657	3455
CRP-Z-3850	675	490.0	13.5	249.0	132.0	195.5	94167	3850
CRP-Z-3980	675	490.0	14.0	257.8	136.6	202.4	97493	3980
CRP-Z-3720	675	491.0	13.0	242.3	128.4	190.2	91327	3720
CRP-Z-3853	675	491.5	13.5	251.3	133.1	197.2	94699	3853
CRP-Z-1780	685	401.0	8.5	134.5	72.3	105.6	35558	1780
CRP-Z-1862	685	401.0	9.0	144.0	77.4	113.0	37335	1862
CRP-Z-1880	685	401.0	9.0	142.4	76.6	111.8	37580	1880
CRP-Z-1970	685	402.0	9.5	150.3	80.8	118.0	39595	1970
CRP-Z-2055	685	402.0	10.0	159.4	85.7	125.2	41304	2055
CRP-Z-2070	685	402.0	10.0	158.2	85.1	124.2	41601	2070
CRP-Z-1341	700	319.5	9.5	133.8	73.5	105.0	21425	1341
CRP-Z-983	700	350.0	5.0	76.5	42.0	60.0	17208	983
CRP-Z-1326	700	416.5	6.5	99.5	54.7	78.1	27616	1326
CRP-Z-1423	700	417.0	7.0	107.0	58.8	84.0	29671	1423
CRP-Z-1519	700	417.5	7.5	114.4	62.9	89.8	31715	1519
CRP-Z-1661	700	418.0	8.0	125.7	69.1	98.7	34706	1661
CRP-Z-1756	700	418.5	8.5	133.3	73.2	104.7	36793	1756
CRP-Z-1855	700	419.0	9.0	140.9	77.4	110.6	38871	1855
CRP-Z-1952	700	419.5	9.5	148.5	81.6	116.6	40939	1952
CRP-Z-2047	700	420.0	10.0	156.1	85.7	122.5	42997	2047
CRP-Z-1985	700	448.0	8.0	133.5	73.3	104.8	44470	1985
CRP-Z-2102	700	448.5	8.5	141.6	77.8	111.1	47138	2102
CRP-Z-2219	700	449.0	9.0	149.7	82.3	117.5	49821	2219
CRP-Z-2335	700	449.5	9.5	157.7	86.7	123.8	52480	2335
CRP-Z-2450	700	450.0	10.0	165.7	91.1	130.1	55128	2450
CRP-Z-2625	700	450.5	10.5	180.0	98.7	141.3	59119	2625
CRP-Z-2735	700	451.0	11.0	187.9	103.3	147.5	61680	2735

Section	Dimensions			sectional area	Mass		Moment of inertia	Modulus of Section
	Width	Height	Thickness	sectional area	Per pile	Wall	Moment of inertia	Modulus of Section
	w	h	t
	mm	mm	mm	cm2/m	kg/m	kg/m2	cm4/m	cm3/m
CRP-Z-2851	700	451.5	11.5	196.2	107.8	154.0	64356	2851
CRP-Z-2943	700	452.0	12.0	206.6	113.5	162.2	66512	2943
CRP-Z-3113	700	452.5	12.5	216.7	119.1	170.1	70426	3113
CRP-Z-3192	700	489.0	11.0	198.6	109.1	155.9	78051	3192
CRP-Z-3328	700	489.5	11.5	207.3	113.9	162.7	81443	3328
CRP-Z-3478	700	490.0	12.0	219.1	120.4	172.0	85209	3478
CRP-Z-3612	700	490.5	12.5	227.9	125.2	178.9	88594	3612
CRP-Z-3730	700	491.0	13.0	239.4	131.5	187.9	91568	3730
CRP-Z-3862	700	491.5	13.5	248.2	136.4	194.8	94916	3862
CRP-Z-3994	700	492.0	14.0	257.0	141.2	201.7	98251	3994
CRP-Z-2847	700	560.0	9.0	162.5	89.3	127.6	80408	2847
CRP-Z-3136	700	560.0	10.0	179.6	98.7	141.0	88719	3136
CRP-Z-3405	700	560.0	11.0	197.1	108.3	154.7	96535	3405
CRP-Z-3694	700	560.0	12.0	214.8	118.0	168.6	104846	3694
CRP-Z-1438	750	310.5	10.5	152.1	89.6	119.4	22329	1438
CRP-Z-1209	750	318.5	8.5	120.1	70.7	94.3	19251	1209
CRP-Z-1811	750	419.5	9.5	141.5	83.3	111.1	37982	1811
CRP-Z-1916	750	420.5	10.5	159.0	93.5	124.8	40296	1916
CRP-Z-2496	750	451.0	11.5	181.6	106.9	142.6	56360	2496
CRP-Z-2640	750	452.0	12.0	193.3	113.8	151.8	59665	2640
CRP-Z-2794	750	453.0	13.0	211.7	124.6	166.2	63273	2794
CRP-Z-3425	750	491.0	13.0	224.5	132.2	176.3	84085	3425
CRP-Z-3632	750	492.0	14.0	240.1	141.3	188.5	89341	3632
CRP-Z-4104	750	520.0	13.0	241.0	141.9	189.2	106697	4104
CRP-Z-4805	750	520.0	15.0	292.8	172.4	229.8	124921	4805
CRP-Z-4323	750	521.0	14.0	256.5	151.0	201.3	112625	4323
CRP-Z-5099	750	521.0	16.0	311.4	183.4	244.5	132833	5099
CRP-Z-3855	750	522.0	15.0	268.1	157.8	210.5	100618	3855
CRP-Z-4231	750	550.0	13.0	240.5	141.6	188.8	116350	4231
CRP-Z-4532	750	551.0	14.0	258.3	152.0	202.7	124864	4532
CRP-Z-507	850	253.0	5.0	61.4	41.1	48.4	6420	507

Section	Dimensions			sectional area	Mass		Moment of inertia	Modulus of Section
	Width	Height	Thickness	sectional area	Per pile	Wall	Moment of inertia
	w	h	t
	mm	mm	mm	cm2/m	kg/m	kg/m2	cm4/m	cm3/m
CRP-Z-604	850	254.0	6.0	73.7	49.2	57.9	7671	604
CRP-Z-814	850	255.0	7.0	91.3	60.9	71.6	10375	814
CRP-Z-904	850	318.0	6.0	81.5	54.4	64.0	14381	904
CRP-Z-1027	850	319.0	7.0	97.6	65.1	76.6	16386	1027
CRP-Z-1102	850	320.0	8.0	109.7	73.2	86.2	17639	1102
CRP-Z-1212	850	379.0	7.0	100.0	66.7	78.5	22973	1212
CRP-Z-1307	850	380.0	8.0	112.5	75.1	88.3	24831	1307
CRP-Z-611	900	254.0	6.0	72.9	51.5	57.3	7757	611
CRP-Z-1635	900	400.0	8.0	116.9	82.6	91.7	32711	1635
CRP-Z-1829	900	401.0	9.0	131.3	92.6	102.9	36677	1829
CRP-Z-2021	900	402.0	10.0	145.2	102.6	114.0	40616	2021

A rocha estaca-prancha CRP-Z pode estar sob a forma de rocha flutuante nos solos ou como uma camada contínua subjacente às camadas do solo. Estaca-prancha de aço tipo Z, a presença de qualquer rocha deve ser identificada e a sua natureza cuidadosamente categorizada para determinar se está universalmente presente ou se é um fenómeno local que provavelmente afetará apenas algumas estacas.

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Estacas prancha conformadas a frio CRP-Z

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