US AISC Bearing piles: dimensions and section properties | Kannamwar Engineering

Steel Section Library

Library

21 sections

Grade

21 of 21 sizes in A572 Gr 50

W	d	b_f	t_w	t_f	A	I_x	S_x	Z_x	I_y
204	18.3	18.1	1.13	1.13	60.2	3,480	380	433	1,120
181	18	18	1	1	53.2	3,020	336	379	974
157	17.7	17.9	0.87	0.87	46.2	2,570	290	327	833
135	17.5	17.8	0.75	0.75	39.9	2,200	251	281	706
183	16.5	16.3	1.13	1.13	54.1	2,510	304	349	818
162	16.3	16.1	1	1	47.7	2,190	269	306	697
141	16	16	0.875	0.875	41.7	1,870	234	264	599
121	15.8	15.9	0.75	0.75	35.8	1,590	201	226	504
101	15.5	15.8	0.625	0.625	29.9	1,300	168	187	412
88	15.3	15.7	0.54	0.54	25.8	1,110	145	161	349
117	14.2	14.9	0.805	0.805	34.4	1,220	172	194	443
102	14	14.8	0.705	0.705	30.1	1,050	150	169	380
89	13.8	14.7	0.615	0.615	26.1	904	131	146	326
73	13.6	14.6	0.505	0.505	21.4	729	107	118	261
84	12.3	12.3	0.685	0.685	24.6	650	106	120	213
74	12.1	12.2	0.605	0.61	21.8	569	93.8	105	186
63	11.9	12.1	0.515	0.515	18.4	472	79.1	88.3	153
53	11.8	12	0.435	0.435	15.5	393	66.7	74	127
57	9.99	10.2	0.565	0.565	16.7	294	58.8	66.5	101
42	9.7	10.1	0.415	0.42	12.4	210	43.4	48.3	71.7
36	8.02	8.16	0.445	0.445	10.6	119	29.8	33.6	40.3

Selected section

Standard

Grade

ASTM A572

Material and nominal capacity of HP18×204 in the grade picked
Capacity (nominal, no resistance or safety factors)
Steel type	High-Strength Low-Alloy
tThickness band	rolled shapes, all sizes
F_yYield strength, minimum	50
F_uTensile strength, minimum	65
EModulus of elasticity	29,000
GShear modulus	11,200
νPoisson's ratio	0.3
ρDensity	490
Flexure class, AISC 360 Table B4.1	Compact, bf/2tf 8.0 (λp 9.1, λr 24.1)
P_yAxial yield, A·Fy	3,010
M_yYield moment, Sx·Fy	1,583
M_pPlastic moment, Zx·Fy	1,804