tabel baja H steel

Tabel baja H steel ini dapat digunakan sebagai pedoman dalam menghitung volume baja yang dibutuhkan untuk melaksanakan bangunan atau merencanakan struktur baja, pada tabel dapat kita lihat berat per m dan ukuran detail dimensi profil baja H steel, tabel dikelompokan berdasarkan masing-masing dimensi baja yang dijual dipasaran.

Sectional Dimension											Sectional Properties
											Geometrical
									Sec.of	Unit	Moment of
	d	x	bf	tw	tf	r1	H1	H2	Area	Weight	Inertia (cm4)
	mm		mm	mm	mm	mm	mm	mm	cm²	kg/m	Ix	Iy
H	100	x	50	5.0	7.0	8.0	15.0	70.0	11.85	9.30	187	15
			100	6.0	8.0	10.0	18.0	64.0	21.90	17.19	383	134
H	125	x	60	6.0	8.0	9.0	17.0	91.0	16.84	13.22	413	29
			125	6.5	9.0	10.0	19.0	87.0	30.31	23.79	847	293
H	150	x	75	5.0	7.0	8.0	15.0	120.0	17.85	14.01	666	49
H	148	x	100	6.0	9.0	11.0	20.0	108.0	26.8	21.07	1020	151
H	150	x	150	7.0	10.0	11.0	21.0	108.0	40.1	31.51	1640	563
H	175	x	90	5.0	8.0	9.0	17.0	141.0	23.1	18.09	1210	98
			175	7.5	11.0	12.0	23.0	129.0	51.2	40.20	2880	984
H	198	x	99	4.5	7.0	11.0	18.0	162.0	23.2	18.20	1580	114
H	200	x	100	5.5	8.0	11.0	19.0	162.0	27.2	21.32	1840	134
H	194	x	150	6.0	9.0	13.0	22.0	150.0	39.0	30.62	2690	507
H	200	x	200	8.0	12.0	13.0	25.0	150.0	63.53	49.87	4720	1600
H	248	x	124	5.0	80.0	12.0	20.0	208.0	32.68	25.65	3540	255
H	250	x	125	6.0	90.0	12.0	21.0	208.0	37.66	29.56	4050	294
H	244	x	175	7.0	11.0	16.0	27.0	190.0	56.24	44.15	6120	984
H	250	x	250	9.0	14.0	16.0	30.0	190.0	92.18	72.36	10800	3650
H	298	x	149	5.5	80.0	13.0	21.0	256.0	40.80	32.03	6320	442
H	300	x	150	6.5	9.0	13.0	22.0	256.0	46.78	36.72	7210	508
H	294	x	200	8.0	12.0	18.0	30.0	234.0	72.38	56.82	11300	1600
H	300	x	300	10.0	15.0	18.0	33.0	234.0	119.80	94.04	20400	6750
			305	15.0	15.0	18.0	33.0	234.0	134.80	105.82	21500	7100
H	346	x	174	6.0	9.0	14.0	23.0	300.0	52.68	41.35	11100	792
H	350	x	175	7.0	11.0	14.0	25.0	300.0	63.14	49.56	13600	984
H	340	x	250	9.0	14.0	20.0	34.0	272.0	101.50	79.68	21700	3650
H	350	x	350	12.0	19.0	20.0	39.0	272.0	173.90	136.51	40300	13600
H	396	x	199	7.0	11.0	16.0	27.0	342.0	72.16	56.65	20000	1450
H	400	x	200	8.0	13.0	16.0	29.0	342.0	84.12	66.03	23700	1740
H	390	x	300	10.0	160	22.0	38.0	314.0	136.00	106.76	38700	7210
H	400	x	400	13.0	21.0	22.0	43.0	314.0	218.70	171.68	66600	22400
H	450	x	200	9.0	14.0	18.0	32.0	386.0	96.76	75.96	33500	1870
H	440	x	300	11.0	18.0	24.0	42.0	356.0	157.40	123.56	56100	8110
H	496	x	199	9.0	14.0	200	34.0	428.0	101.30	79.52	41900	1840
H	500	x	200	10.0	16.0	20.0	36.0	428.0	114.20	89.65	47800	2140
H	482	x	300	11.0	15.0	26.0	41.0	400.0	145.50	114.22	60400	6760
H	488	x	300	11.0	18.0	26.0	44.0	400.0	163.50	128.35	71000	8110
H	596	x	199	10.0	15.0	22.0	37.0	522.0	120.50	94.59	68700	1980
H	600	x	200	11.0	17.0	22.0	39.0	522.0	134.40	105.50	77600	2280
H	582	x	300	12.0	17.0	28.0	45.0	492.0	174.50	136.98	103000	7670
H	588	x	300	12.0	20.0	28.0	48.0	492.0	192.50	151.11	118000	9020
H	700	x	300	13.0	24.0	28.0	52.0	596.0	215.50	184.87	201000	10800
H	800	x	300	14.0	26.0	28.0	54.0	692.0	267.40	209.91	292000	11700
H	900	x	300	16.0	28.0	28.0	56.0	788.0	309.80	243.19	411000	12600

Lanjutan tabel baja H steel

Sectional Dimension
				Radius of		Modulus of		Compact				*)	*)
				Gyration of		Section		Section		rT	d/Af	Lc	Lu
	d	x	bf	Area (cm)		(cm3)		Criteria		(cm)	(1/cm)	(cm)	(cm)
	mm		mm	ix	iy	Sx	Sy	bf/2tf	d/tw
H	100	x	50	3.97	1.12	37	6	3.57	20.00	1.32	2.86	63.70	1,969
			100	4.18	2.47	77	27	6.25	16.67	2.75	1.25	127.50	4,501
H	125	x	60	4.95	1.32	66	10	3.75	20.83	1.57	2.60	76.50	2,160
			125	5.29	3.11	136	47	6.94	19.23	3.44	1.11	159.30	506.30
H	150	x	75	5.11	1.67	89	13	5.36	30.00	1.96	2.86	95.60	196.90
H	148	x	100	6.16	2.37	138	30	5.56	24.67	2.70	1.64	127.50	342.10
H	150	x	150	6.39	3.75	219	75	7.50	21.43	4.13	1.00	191.20	562.60
H	175	x	90	7.25	2.06	138	22	5.63	35.00	2.39	2.43	114.70	2,315
			175	7.50	4.38	329	112	7.95	23.33	4.82	0.91	223.10	6,188
H	198	x	99	8.26	2.22	160	23	7.07	44.00	2.61	2.86	1,262	196.90
H	200	x	100	8.23	2.22	184	27	6.25	36.36	2.62	2.50	127.50	225.00
H	194	x	150	8.30	3.61	277	58	8.33	32.33	4.07	1.44	1,912	3,915
H	200	x	200	8.62	5.02	472	160	8.33	25.00	5.51	0.83	254.9	675.1
H	248	x	124	10.41	2.79	285	41	7.75	49.60	3.28	2.50	158.1	225.0
H	250	x	125	10.37	2.79	324	47	6.94	41.67	3.29	2.22	159.3	253.2
H	244	x	175	10.43	4.18	502	112	7.95	34.86	4.74	1.27	223.1	443.8
H	250	x	250	10.82	6.29	864	292	8.93	27.78	6.90	0.71	318.7	787.6
H	298	x	149	12.45	3.29	424	59	9.31	54.18	3.90	2.50	189.9	225.0
H	300	x	150	12.41	3.30	481	68	8.33	46.15	3.91	2.22	191.2	253.2
H	294	x	200	12.49	4.70	769	160	8.33	36.75	5.38	1.22	254.9	459.3
H	300	x	300	13.05	7.51	1360	450	10.00	30.00	8.26	0.67	382.40	843.9
			305	12.63	7.26	1433	466	10.17	20.00	8.22	0.66	388.8	857.9
H	346	x	174	14.52	3.88	642	91	9.67	57.67	4.57	2.21	221.80	254.6
H	350	x	175	14.68	3.95	777	112	7.95	50.00	4.61	1.82	223.1	309.4
H	340	x	250	14.62	6.00	1276	292	8.93	37.78	6.78	0.97	318.7	579.1
H	350	x	350	15.22	8.84	2303	777	9.21	29.17	9.66	0.53	455.3	1113.5
H	396	x	199	16.65	4.48	1010	146	9.05	56.57	5.25	1.81	253.7	311.0
H	400	x	200	16.79	4.55	1185	174	7.69	50.00	5.29	1.54	254.9	365.7
H	390	x	300	16.87	7.28	1985	481	9.38	39.00	8.17	0.81	382.4	692.4
H	400	x	400	17.45	10.12	3330	120	9.52	30.77	11.05	0.48	520.4	1230.7
H	450	x	200	18.61	4.40	1489	187	7.14	50.00	5.22	1.61	254.9	350.1
H	440	x	300	18.88	7.18	2550	541	8.33	40.00	8.12	0.81	390.3	719.2
H	496	x	199	20.34	4.26	1690	185	7.11	55.11	5.14	1.78	253.7	316.0
H	500	x	200	20.46	4.33	1912	214	6.25	50.00	518	1.56	254.9	360.1
H	482	x	300	20.37	682	2506	451	1,000	43.82	7.96	1.07	382.4	525.2
H	488	x	300	20.84	7.04	2910	541	8.33	44.36	8.05	0.90	390.3	648.5
H	596	x	199	23.88	4.05	2305	199	6.63	59.60	5.01	2.00	253.7	281.8
H	600	x	200	24.03	4.12	2587	228	5.88	54.55	5.06	1.76	250.2	332.1
H	582	x	300	24.30	6.63	3540	511	8.82	48.50	7.86	1.14	390.3	513.5
H	588	x	300	24.76	6.85	4014	601	7.50	49.00	7.96	0.98	390.3	598.0
H	700	x	300	29.21	6.77	5743	720	6.25	53.85	7.92	0.97	390.3	602.8
H	800	x	300	33.05	6.61	7300	780	5.77	57.14	7.83	1.03	390.3	571.4
H	900	x	300	36.42	6.38	9133	840	5.36	56.25	7.69	1.07	390.3	547.0

Note :
*)  Material :  JIS G 3101 -  SS 400
	Fy = 2500 kg/cm²       if						tf	[	16 mm
	Fy = 2400 kg/cm²       if				16 mm     <		tf	[	40 mm
	Fy = 2200 kg/cm²       if						tf	>	40 mm