Product Overview

**Where the slenderness ratio KL exceeds 200, and K = end fixity factor, L = actual length and r = radius of gyration.
r
Uniform Load @ Deflection =
Beam Span Channel Uniform Load and Deflection 1/240 Span 1/360 Span
In. mm Style Lbs. N In. mm Lbs. N Lbs. N
12
(305)
B24 1750 (7784) .014 (.35) 1750 (7784) 1750 (7784)
B24A 1750* (7784) .002 (.05) 1750* (7784) 1750* (7784)
24
(609)
B24 1379 (6134) .057 (1.45) 1379 (6134) 1379 (6134)
B24A 1750* (7784) .014 (.35) 1750* (7784) 1750* (7784)
36
(914)
B24 919 (4088) .128 (3.25) 919 (4088) 720 (3203)
B24A 1750* (7784) .048 (1.22) 1750* (7784) 1750* (7784)
48
(1219)
B24 689 (3065) .227 (5.76) 607 (2700) 405 (1801)
B24A 1750* (7784) .115 (2.92) 1750* (7784) 1750* (7784)
60
(1524)
B24 551 (2451) .355 (9.02) 389 (1730) 259 (1152)
B24A 1518 (6752) .195 (4.95) 1518 (6752) 1294 (5756)
72
(1829)
B24 460 (2046) .511 (12.98) 270 (1201) 180 (800)
B24A 1265 (5627) .281 (7.14) 1265 (5627) 898 (3994)
84
(2133)
B24 394 (1752) .695 (17.65) 198 (881) 132 (587)
B24A 1084 (4822) .383 (9.73) 990 (4404) 660 (2936)
96
(2438)
B24 345 (1534) .908 (23.06) 152 (676) 101 (449)
B24A 949 (4221) .500 (12.70) 758 (3372) 505 (2246)
108
(2743)
B24 306 (1361) 1.149 (29.18) 120 (534) 80 (356)
B24A 843 (3750) .633 (16.08) 599 (2664) 399 (1775)
120
(3048)
B24 276 (1228) 1.419 (36.04) 97 (431) 65 (289)
B24A 759 (3376) .782 (19.86) 485 (2157) 323 (1437)
BEAM LOADING
Max. Column Loading K = .80 Max. Column Loading (Loaded @ C.G.)
Unbraced Channel Loaded@ Loaded@
Height Style C.G. Slot Face K = .65 K = 1.0 K = 1.2
In. mm Lbs. N Lbs. N Lbs. N Lbs. N Lbs. N
12
(305)
B24 6441 (28651) 3077 (13687) 6509 (28953) 6330 (28157) 6198 (27570)
B24A 13212 (58770) 4988 (22188) 13237 (58881) 13171 (58587) 13121 (58365)
24
(609)
B24 5874 (26129) 2896 (12882) 6124 (27241) 5483 (24389) 5038 (22410)
B24A 12993 (57796) 4924 (21903) 13092 (58236) 12828 (57062) 12627 (56167)
36
(914)
B24 5038 (22410) 2619 (1
1650)
5535 (24621) 4302 (19136) 3516 (15640)
B24A 12627 (56167) 4819 (21436) 12851 (57164) 12256 (54517) 11804 (52507)
48 (1219)
B24 4043 (17984) 2272 (10106) 4800 (21351) 3008 (13380) 2324 (10337)
B24A 12115 (53890) 4675 (20795) 12512 (55656) 11456 (50959) 10651 (47378)
60
(1524)
B24 3008 (13380) 1873 (8331) 3978 (17695) 2200 (9786) 1740 (7740)
B24A 11456 (50959) 4020 (17882) 12078 (53725) 10427 (46381) 9169 (40786)
72
(1829)
B24 2324 (10337) 1562 (6948) 3123 (13892) 1740 (7740) 1397 (6214)
B24A 10651 (47378) 3048 (13558) 11546 (51359) 9169 (40786) 7358 (32730)
84
(2133)
B24 1898 (8443) 1340 (5960) 2502 (11129) 1444 (6423) 1168 (5195)
B24A 9700 (43148) 2362 (10506) 10918 (48565) 7683 (34175) 5464 (24305)
96
(2438)
B24 1608 (7153) 1175 (5226) 2089 (9292) 1236 (5498) 1000 (4448)
B24A 8602 (38263) 1866 (8300) 10194 (45345) 6024 (26796) 4184 (18611)
108
(2743)
B24 1397 (6214) 1046 (4653) 1796 (7989) 1078 (4795) 870** (3870)
B24A 7358 (32730) 1498 (6663) 9373 (41693) 4760 (21173) 3306 (14706)
120
(3048)
B24 1236 (5498) 942 (4190) 1578 (7019) 953** (4239) 764** (3398)
B24A 6024 (26796) 1216 (5409) 8455 (37610) 3856 (17152) 2677** (11908)
COLUMN LOADING
Based on simple beam condition using an allowable design stress of 25,000 psi (172 MPa) in accordance with MFMA, with adequate lateral
bracing (see page 11 for further explanation). Actual yield point of cold rolled steel is 42,000 psi. To determine concentrated load capacity at
mid span, multiply uniform load by 0.5 and corresponding deflection by 0.8. *Failure determined by weld shear.
Reference page 14 for general fitting and standard finish specifications.
Channel & Combinations
B24 Beam & Column Loading Data
25