Modular Supports System Product Technical Guide June 2026 | Page 47

Modular Support Systems Technical Guide, Edition 2
3.0 Modular Support System
3.1.2 MT Beam and Column Load Tables
Table 42- MT-60D Allowable Beam Loads: X-Axis
Bending 1, 2, 3, 4, 5, 6, 7, 8 Max Allowable
Span Uniform in( cm)
Load lbs( N)
24( 61.0) 36( 91.4) 48( 121.9) 60( 152.4) 72( 182.9) 84( 213.4)
96( 243.8) 108( 274.3)
120( 304.8) 144( 365.8) 168( 426.7) 192( 487.7)
Defl. At Max Uniform Load in( cm)
Uniform Loading at Deflection
Span / 180 lbs( N)
Span / 240 lbs( N)
Span / 360 lbs( N)
4,815 *
0.01
4,815 *
4,815 *
4,815 *
( 21,415)
( 0.03)
( 21,415)
( 21,415)
( 21,415)
4,815 *
0.02
4,815 *
4,815 *
4,815 *
( 21,415)
( 0.05)
( 21,415)
( 21,415)
( 21,415)
4,815 *
0.05
4,815 *
4,815 *
4,815 *
( 21,415)
( 0.13)
( 21,415)
( 21,415)
( 21,415)
4,815 *
0.10
4,815 *
4,815 *
4,815 *
( 21,415)
( 0.25)
( 21,415)
( 21,415)
( 21,415)
4,520
0.17
4,520
4,520
4,520
( 20,125)
( 0.43)
( 20,105)
( 20,105)
( 20,105)
3,875
0.23
3,875
3,875
3,875
( 17,250)
( 0.59)
( 17,235)
( 17,235)
( 17,235)
3,390
0.30
3,390
3,390
3,000
( 15,095)
( 0.77)
( 15,075)
( 15,075)
( 13,340)
3,015
0.38
3,015
3,015
2,370
( 13,415)
( 0.97)
( 13,410)
( 13,410)
( 10,540)
2,710
0.47
2,710
2,710
1,920
( 12,075)
( 1.19)
( 12,050)
( 12,050)
( 8,540)
2,260
0.68
2,260
2,000
1,330
( 10,065)
( 1.72)
( 10,050)
( 8,895)
( 5,915)
1,935
0.92
1,935
1,465
975
( 8,625)
( 2.34)
( 8,605)
( 6,515)
( 4,335)
1,695
1.20
1,500
1,125
750
( 7,550)
( 3.06)
( 6,670)
( 5,000)
( 3,335)
1,505
1.52
1,185
885
590
( 6,710)
( 3.87)
( 5,270)
( 3,935)
( 2,620)
216( 548.6)
240
1,355
1.88
960
720
480
( 609.6)
( 6,040)
( 4.78)
( 4,270)
( 3,200)
( 2,135)
Table 44- MT-60D Allowable Column Loads
1, 2, 5, 6, 7, 9, 10, 11
Unbraced Height in( cm)
24( 61.0)
36( 91.4)
48( 121.9) 60( 152.4) 72( 182.9) 84( 213.3)
96( 243.8) 108( 274.3)
120( 304.8) 144( 365.8)
Max Allowable Load at Channel Face lbs( N)
Maximum Column Load Applied at C. G.
K = 0.65 lbs( N)
K = 0.80 lbs( N)
K = 1.0 lbs( N)
K = 1.2 lbs( N)
9,800
33,265
33,265
33,265
33,265
( 43,590)
( 147,965)
( 147,965)
( 147,96)
( 147,965)
9,800
33,265
33,265
30,815
27,985
( 43,590)
( 147,965)
( 147,965)
( 137,07)
( 124,480)
9,390
32,815
29,845
26,260
23,260
( 41,765)
( 145,965)
( 132,755)
( 116,80)
( 103,465)
8,945
29,605
26,260
22,605
19,835
( 39,785)
( 131,685)
( 116,805)
( 100,55)
( 88,230)
8,510
26,675
23,260
19,835
15,710
( 37,850)
( 118,655)
( 103,465)
( 88,230)
( 69,880)
8,040
24,130
20,850
16,605
11,545
( 35,760)
( 107,335)
( 92,740)
( 73,860)
( 51,350)
7,345
21,985
18,940
12,725
8,840
( 32,670)
( 97,790)
( 84,245)
( 56,600)
( 39,320)
6,450
20,200
15,710
10,055
6,985
( 28,690)
( 89,850)
( 69,880)
( 44,725)
( 31,070)
5,565
( 24,750)
18,730
( 83,310)
12,725
( 56,600)
8,145
( 36,230)
**
4,180
( 18,590)
13,390
( 59,560)
8,840
( 39,320)
**
**
Table 43- MT-60D Allowable Beam Loads: Y-Axis
Bending 1, 2, 3, 4, 5, 6, 7
Span in( cm)
Max Allowable Uniform Load lbs( N)
Defl. At Max Uniform Load in( cm)
Uniform Loading at Deflection
Span / 180 lbs( N)
Span / 240 lbs( N)
Span / 360 lbs( N)
24
7,850
0.06
7,850
7,850
7,850
( 61.0)
( 34,925)
( 0.15)
( 34,915)
( 34,915)
( 34,915)
36
5,230
0.13
5,230
5,230
4,005
( 91.4)
( 23,285)
( 0.33)
( 23,260)
( 23,260)
( 17,815)
48
3,925
0.23
3,925
3,380
2,250
( 121.9)
( 17,460)
( 0.59)
( 17,455)
( 15,030)
( 10,005)
60
3,140
0.36
2,885
2,160
1,440
( 152.4)
( 13,970)
( 0.92)
( 12,830)
( 9,605)
( 6,405)
72
2,615
0.52
2,000
1,500
1,000
( 182.9)
( 11,640)
( 1.33)
( 8,895)
( 6,670)
( 4,445)
84
2,240
0.71
1,470
1,100
735
( 213.4)
( 9,975)
( 1.80)
( 6,535)
( 4,890)
( 3,265)
96
1,960
0.93
1,125
845
560
( 243.8)
( 8,730)
( 2.36)
( 5,000)
( 3,755)
( 2,490)
108
1,740
1.17
890
665
445
( 274.3)
( 7,760)
( 2.98)
( 3,955)
( 2,955)
( 1,975)
120
1,570
1.45
720
540
360
( 304.8)
( 6,985)
( 3.69)
( 3,200)
( 2,400)
( 1,600)
144
1,305
2.08
500
375
250
( 365.8)
( 5,820)
( 5.29)
( 2,220)
( 1,665)
( 1,110)
168
1,120
2.84
365
275
180
( 426.7)
( 4,985)
( 7.21)
( 1,620)
( 1,220)
( 800)
192
980
3.71
280
210
140
( 487.7)
( 4,365)
( 9.42)
( 1,245)
( 930)
( 620)
216
( 548.6)
870
( 3,880)
4.69
( 11.91)
220
( 975)
165
( 730)
-
240
( 609.6)
785
( 3,490)
5.80
( 14.74)
180
( 800)
-
-
Notes: 1. Loads are based on ICC-ES ESR-5019 and AISI S100-16. 2. Safety Factors for flexure and compression are 1.67 and 1.80, respectively. 3. Allowable beam loads in table are given in total uniform load( W * Span) and based on a uniformly loaded condition with simply supported ends. For other loading and support conditions, see page 36 for applicable load and deflection modification factors.
4. Beams spans in table are assumed to be sufficiently laterally braced. Unbraced spans may reduce beam load carrying capacity. See page 67 for reduction factors for unbraced conditions.
5. Profile weight, 5.66 lbs / ft( 8.42 kg / m), must be deducted from allowable beam load values.
6. Multiply tabulated load values by 1.5 to obtain Load and Resistance Factor
Design( LRFD) values. 7. C. G. is the‘ Center of Gravity’ of the cross section. 8. * Indicates that max Allowable Load is limited due to Shear Flow capacity. Max allowable shear load in the beam due to shear flow capacity is 2,408lbs. 9. ** Indicates KL / r for compression exceeds 200. 10. Maximum allowable loads at channel face assumes K value of 0. 11. For Channel Separation capacity please contact your HILTI representative.
46 Modular Support Systems Technical Guide Edition 2 | Installation Systems Hilti, Inc. 1-800-879-8000 | en español 1-800-879-5000 | www. hilti. com | Hilti( Canada) Corporation | 1-800-363-4458 | www. hilti. ca