Product Overview

BEAM SECTIONS
A
F
Single Piece (Up)
Z-Section
Single Piece (Level)
Broad Channel Broad Channel with
Stiffener
Z-Section with
Stiffener
B
Single Piece (Down) Narrow ChannelSingle Piece with
Stiffener
C D E
G H H
I
T-Section
T-Section with
Stiffener
J-Section I-Section
J K L
Beam Span
24” (609 mm) 36” (914 mm) 48” (1219 mm) 60” (1524 mm) 72” (1829 mm) 84” (2133 mm) 96” (2438 mm)
Lbs. N Lbs. N Lbs. N Lbs. N Lbs. N Lbs. N Lbs. N
825
(3670)
525
(2335)
340
(1512)
230
(1023)
180
(800)
–– – –
1100
(4893)
800
(3558)
540
(2402)
370
(1646)
250
(1112)
–– – –
1100
(4893)
800
(3558)
540
(2402)
370
(1646)
250
(1112)
–– – –
1300
(5782)
900
(4003)
625
(2780)
450
(2001)
330
(1468)
275
(1223)
200
(889)
1900
(8451)
1360
(6049)
1050
(4670)
825
(3670)
660
(2936)
530
(2357)
400
(1779)
2300
(10231)
1850
(8229)
1450
(6450)
1100
(4893)
950
(4226)
800
(3558)
700
(3114)
2200
(9786)
1650
(7339)
1225
(5449)
930
(4137)
700
(3114)
550
(2446)
450
(2001)
A
B
C
D
G
H
I
BEAM LOADING
SA158-1
5
/8” (41.3) x 1
5
/8” (41.3) x 14 Gauge (1.9)
Based on simple beam condition with uniform loads on parallel beams. To determine concentrated load capacity at mid-span,
multiply uniform load by 0.5.
For greater strength required in some applications, Slotted Angle may be fastened together to create combination shapes. A
number of these combinations are illustrated above. Refer to the following table for load capacities of these combinations.
Beam Sections illustrated are single sections, except J, N, and P.
Slotted Angle
Reference page 222 for general fitting and standard finish specifications.
Slotted Angle Beam Loading & Combinations
224