Steel Section Library

Library

Shape

1–50 of 273

Grade

273 of 273 sizes in A992

W	d	b_f	t_w	t_f	A	I_x	S_x	I_y
167.5	22	15.9	1.03	1.77	49.2	2,170	131	600
145	21.8	15.8	0.865	1.58	42.6	1,830	111	521
131	21.7	15.8	0.785	1.42	38.5	1,640	99.4	462
115	21.5	15.8	0.71	1.22	33.9	1,440	88.6	398
296.5	21.5	16.7	1.79	3.23	87.2	3,310	209	1,260
251.5	21	16.4	1.54	2.76	74	2,730	174	1,020
196	20.8	12.4	1.42	2.52	57.8	2,270	153	401
215.5	20.6	16.2	1.34	2.36	63.3	2,290	148	843
198.5	20.5	16.1	1.22	2.2	58.3	2,070	134	771
326	20.5	17.6	1.97	3.54	96.2	3,160	208	1,610
163.5	20.4	12.1	1.18	2.13	47.9	1,840	125	320
165.5	20.4	12.2	1.22	2.13	48.8	1,880	128	322
181	20.3	16	1.12	2.01	53.2	1,870	122	691
186	20.3	16.1	1.16	2.05	54.7	1,930	126	709
147	20.2	12	1.06	1.93	43.1	1,630	111	281
139	20.1	12	1.03	1.81	41	1,550	106	261
162	20.1	15.9	1	1.81	47.7	1,650	108	609
132	20	11.9	0.96	1.73	38.7	1,450	99.2	246
148.5	19.9	15.8	0.93	1.65	43.6	1,500	98.9	546
264.5	19.9	17.2	1.61	2.91	77.8	2,440	164	1,240
117.5	19.8	11.9	0.83	1.58	34.6	1,260	85.7	222
138.5	19.8	15.8	0.83	1.58	40.7	1,360	88.6	522
105.5	19.7	11.8	0.75	1.42	31.1	1,120	76.7	195
124.5	19.7	15.8	0.75	1.42	36.7	1,210	79.4	463
243.5	19.7	17.1	1.5	2.68	71.7	2,220	150	1,120
91.5	19.5	11.8	0.65	1.2	26.7	955	65.7	165
107.5	19.5	15.8	0.65	1.22	31.8	1,030	68	398
220.5	19.4	17	1.36	2.44	64.9	1,980	134	997
83.5	19.3	11.8	0.65	1.03	24.5	899	63.7	141
99.5	19.3	15.8	0.65	1.07	29.2	988	66.5	347
197.5	19.2	16.8	1.22	2.2	58.1	1,740	119	877
74.5	19.1	11.8	0.63	0.83	21.9	815	59.7	114
180.5	19	16.7	1.12	2.01	53	1,570	107	786
165	18.8	16.6	1.02	1.85	48.4	1,410	97	711
128	18.7	12.2	0.96	1.73	37.6	1,210	87.4	264
151	18.7	16.7	0.945	1.68	44.5	1,280	88.8	648
116	18.6	12.1	0.87	1.57	34	1,080	78.5	234
141	18.6	16.6	0.885	1.57	41.5	1,190	82.6	599
131	18.4	16.6	0.84	1.44	38.5	1,110	77.5	545
105	18.3	12.2	0.83	1.36	30.9	985	73.1	206
123.5	18.3	16.5	0.8	1.35	36.3	1,040	73.3	507
91	18.2	12.1	0.725	1.18	26.8	845	63.1	174
97	18.2	12.1	0.765	1.26	28.5	901	67	187
115.5	18.2	16.5	0.76	1.26	34.1	978	69.1	470
85	18.1	12	0.68	1.1	25	786	58.9	160
80	18	12	0.65	1.02	23.5	740	55.8	147
193.5	18	16.2	1.26	2.28	57	1,460	107	810
75	17.9	12	0.625	0.94	22.1	698	53.1	135
67.5	17.8	12	0.6	0.79	19.9	637	49.7	113
177	17.8	16.1	1.16	2.09	52.1	1,320	96.8	729

Selected section

WT22×167.5

Use in Beam Calculator Open in Section Properties

Dimensions
WWeight	167.5
dDepth	22
b_fFlange width	15.9
t_wWeb thickness	1.03
t_fFlange thickness	1.77
AArea	49.2
Major axis
I_xSecond moment of area	2,170
S_xElastic modulus	131
Z_xPlastic modulus	234
r_xRadius of gyration	6.63
y_topCentroid to top	5.53
y_botCentroid to bottom	16.47
Minor axis
I_ySecond moment of area	600
S_yElastic modulus	75.2
Z_yPlastic modulus	118
r_yRadius of gyration	3.49
Torsion and warping
JTorsion constant	37.2
C_wWarping constant	438

Material

Standard

Grade

ASTM A992

Material and nominal capacity of WT22×167.5 in the grade picked
Capacity (nominal, no resistance or safety factors)
Steel type	High-Strength Low-Alloy
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
P_yAxial yield, A·Fy	2,460
M_yYield moment, Sx·Fy	545.8
M_pPlastic moment, Zx·Fy	975

US AISC Structural tees: dimensions and section properties | Kannamwar Engineering