Box Piles

Z box piles Section Width Height Perimeter Sectional area Total section Mass Moment of inertia Elastic section modulus Min. radius of gyration Coating area b h cm cm2 cm2 kg/ ...

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Z box piles

z-box-pile

Section	Width	Height	Perimeter	Sectional area	Total section	Mass	Moment of inertia		Elastic section modulus		Min. radius of gyration	Coating area
	b	h	cm	cm²	cm²	kg/m	y-y	z-z	y-y	z-z	cm	m²/m
	mm	mm	cm	cm²	cm²	kg/m	cm⁴	cm⁴	cm³	cm³	cm	m²/m
12-770	1540	687	389	328	5431	257	175060	557990	5075	6985	23.1	3.67
13-770	1540	688	389	344	5446	270	183440	584640	5310	7320	23.1	3.67
14-770	1540	689	390	360	5461	283	191840	611300	5545	7655	23.1	3.67
12-700	1400	628	360	303	4524	238	137770	421600	4365	5785	21.3	3.39
13-700	1400	630	361	332	4552	261	150890	461210	4765	6335	21.3	3.39
14-700	1400	632	361	362	4579	284	164130	500820	5165	6885	21.3	3.39
17-700	1400	839	391	330	6015	259	265280	457950	6300	6285	28.3	3.69
18-700	1400	840	391	347	6029	272	277840	479790	6590	6590	28.3	3.69
20-700	1400	842	392	379	6058	297	303090	523460	7170	7195	28.3	3.69
24-700	1400	918	407	436	6616	342	412960	596900	8965	8260	30.8	3.85
26-700	1400	920	407	469	6645	368	444300	641850	9625	8900	30.8	3.85
28-700	1400	922	408	503	6674	395	475810	686880	10285	9510	30.8	3.85
18	1260	760	361	333	4925	261	222930	365500	5840	5560	25.9	3.41
26	1260	854	377	440	5566	346	366820	480410	8555	7385	28.9	3.57
46	1160	962	401	595	5831	467	645940	527590	13380	8825	32.9	3.81
48	1160	964	402	628	5858	493	681190	556070	14080	9300	32.9	3.81
50	1160	966	402	661	5884	519	716620	584560	14780	9780	32.9	3.81

double-u-box-pile

double box piles

Section	Width	Height	Perimeter	Sectional area	Total section	Mass	Moment of inertia		Elastic section modulus		Min. radius of gyration	Coating area
	b	h	cm	cm²	cm²	kg/m	y-y	z-z	y-y	z-z	cm	m²/m
	mm	mm	cm	cm²	cm²	kg/m	cm⁴	cm⁴	cm³	cm³	cm	m²/m
14-2	750	451	230	198	2598	155.8	54400	121490	2415	3095	16.6	2.04
16-2	750	454	231	220	2620	172.5	62240	130380	2745	3325	16.8	2.04
18-2	750	486	239	225	2888	177	73770	142380	3035	3625	18.1	2.14
20-2	750	489	240	247	2910	193.8	83370	151220	3405	3850	18.4	2.14
23-2	750	492	244	260	3013	204.2	94540	157900	3845	4020	19.1	2.19
25-2	750	495	245	281	3034	220.8	104810	166600	4235	4240	19.3	2.19

triple-u-box-pile

Section	Width	Height	Perimeter	Sectional area	Total section	Mass	Moment of inertia		Elastic section modulus		Min. radius of gyration	Coating area
	b	h	cm	cm²	cm²	kg/m	y-y	z-z	y-y	z-z	cm	m²/m
	mm	mm	cm	cm²	cm²	kg/m	cm⁴	cm⁴	cm³	cm³	cm	m²/m
14-3	957	908	341	298	6454	233.7	300330		6510	6275	31.7	3.03
16-3	960	910	342	330	6486	258.7	333640		7235	6955	31.8	3.03
18-3	1009	927	355	338	6886	265.5	363690		7825	7205	32.8	3.17
20-3	1012	928	356	370	6919	290.7	399780		8570	7900	32.9	3.17
23-3	1036	930	361	390	7073	306.3	431940		9235	8340	33.3	3.24
25-3	1038	931	364	422	7106	331.3	469030		9995	9035	33.3	3.24

quadruple-u-box-pile

Section	Width	Height	Perimeter	Sectional area	Total section	Mass	Moment of inertia		Elastic section modulus		Min. radius of gyration	Coating area
	b	h	cm	cm²	cm²	kg/m	y-y	z-z	y-y	z-z	cm	m²/m
	mm	mm	cm	cm²	cm²	kg/m	cm⁴	cm⁴	cm³	cm³	cm	m²/m
14-4	1222	1222	453	397	11150	311.6	692030		11325		41.7	4.02
16-4	1225	1225	454	440	11193	345	770370		12575		41.8	4.02
18-4	1258	1258	471	451	11728	354	826550		13140		42.8	4.2
20-4	1261	1261	472	494	11771	387.6	910010		14430		42.9	4.2
23-4	1263	1263	481	520	11977	408.4	979870		15510		43.4	4.3
25-4	1266	1266	482	563	12020	441.6	1064910		16820		43.5	4.3

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