Modular Supports System Product Technical Guide June 2026 | Page 62

Modular Support Systems Technical Guide, Edition 2
3.0 Modular Support System
3.1.2 MT Beam and Column Load Tables
Table 85- MT-60D Maximum Factored Beam Loads: X-Axis Bending 1, 2, 3, 4, 5, 6, 7
Span 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) 168( 426.7) 192( 487.7) 216( 548.6) 240( 609.6)
Max Factored 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)
7,220 *
0.01
7,220 *
7,220 *
7,220 *
( 32,115)
( 0.03)
( 32,115)
( 32,115)
( 32,115)
7,220 *
0.03
7,220 *
7,220 *
7,220 *
( 32,115)
( 0.08)
( 32,115)
( 32,115)
( 32,115)
7,220 *
0.08
7,220 *
7,220 *
7,220 *
( 32,115)
( 0.20)
( 32,115)
( 32,115)
( 32,115)
7,220 *
0.16
7,220 *
7,220 *
7,220 *
( 32,115)
( 0.41)
( 32,115)
( 32,115)
( 32,115)
6,795
0.25
6,795
6,795
5,335
( 30,225)
( 0.65)
( 30,225)
( 30,225)
( 23,730)
5,825
0.35
5,825
5,825
3,915
( 25,910)
( 0.88)
( 25,910)
( 25,910)
( 17,410)
5,095
0.45
5,095
4,500
3,000
( 22,660)
( 1.15)
( 22,660)
( 20,015)
( 13,340)
4,530
0.57
4,530
3,555
2,370
( 20,150)
( 1.46)
( 20,150)
( 15,810)
( 10,540)
4,075
0.71
3,840
2,880
1,920
( 18,125)
( 1.80)
( 17,080)
( 12,810)
( 8,540)
3,395
1.02
2,665
2,000
1,330
( 15,100)
( 2.59)
( 11,850)
( 8,895)
( 5,915)
2,910
1.39
1,955
1,465
975
( 12,940)
( 3.52)
( 8,695)
( 6,515)
( 4,335)
2,545
1.81
1,500
1,125
750
( 11,320)
( 4.60)
( 6,670)
( 5,000)
( 3,335)
2,265
2.29
1,185
885
590
( 10,075)
( 5.82)
( 5,270)
( 3,935)
( 2,620)
2,035
2.83
960
720
480
( 9,050)
( 7.18)
( 4,270)
( 3,200)
( 2,135)
Table 87- MT-60D Maximum Factored Column Loads 1, 2, 5, 6, 8, 9, 10
Unbraced Height in( cm)
Max Factored Load at Channel Face lbs( N)
K = 0.65 lbs( N)
Maximum Column Load Applied at C. G.
K = 0.80 lbs( N)
K = 1.0 lbs( N)
K = 1.2 lbs( N)
24
14,835
47,900
47,900
47,900
47,900
( 61.0)
( 65,995)
( 213,070)
( 213,070)
( 213,070)
( 213,070)
36
14,775
47,900
47,900
44,375
40,295
( 91.4)
( 65,735)
( 213,070)
( 213,070)
( 197,395)
( 179,240)
48
14,210
47,255
42,975
37,810
33,495
( 121.9)
( 63,225)
( 210,210)
( 191,165)
( 168,195)
( 148,990)
60
13,530
42,630
37,810
32,550
28,560
( 152.4)
( 60,185)
( 189,635)
( 168,195)
( 144,790)
( 127,055)
72
12,850
38,410
33,495
28,560
22,625
( 182.9)
( 57,170)
( 170,865)
( 148,990)
( 127,055)
( 100,640)
84
12,140
34,750
30,020
23,910
16,620
( 213.3)
( 54,005)
( 154,570)
( 133,535)
( 106,365)
( 73,940)
96
11,095
31,655
27,270
18,325
12,725
( 243.8)
( 49,350)
( 140,825)
( 121,305)
( 81,520)
( 56,610)
108
9,725
29,090
22,625
14,480
10,055
( 274.3)
( 43,260)
( 129,400)
( 100,640)
( 64,405)
( 44,730)
120
( 304.8)
8,390
( 37,330)
26,970
( 119,970)
18,325
( 81,520)
11,725
( 52,170)
**
144
( 365.8)
6,285
( 27,970)
19,275
( 85,755)
12,725
( 56,610)
**
**
Table 86- MT-60D Maximum Factored Beam Loads: Y-Axis Bending 1, 2, 3, 4, 5, 6
Span 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) 168( 426.7) 192( 487.7) 216( 548.6) 240( 609.6)
Max Factored 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)
11,800
0.09
11,800
11,800
9,015
( 52,485)
( 0.22)
( 52,485)
( 52,485)
( 40,100)
7,865
0.20
7,865
6,010
4,005
( 34,985)
( 0.50)
( 34,985)
( 26,730)
( 17,815)
5,900
0.35
4,505
3,380
2,250
( 26,240)
( 0.89)
( 20,035)
( 15,030)
( 10,005)
4,720
0.55
2,885
2,160
1,440
( 20,995)
( 1.38)
( 12,830)
( 9,605)
( 6,405)
3,930
0.78
2,000
1,500
1,000
( 17,480)
( 1.99)
( 8,895)
( 6,670)
( 4,445)
3,370
1.07
1,470
1,100
735
( 14,990)
( 2.71)
( 6,535)
( 4,890)
( 3,265)
2,950
1.40
1,125
845
560
( 13,120)
( 3.55)
( 5,000)
( 3,755)
( 2,490)
2,620
1.77
890
665
445
( 11,650)
( 4.48)
( 3,955)
( 2,955)
( 1,975)
2,360
2.18
720
540
360
( 10,495)
( 5.54)
( 3,200)
( 2,400)
( 1,600)
1,965
3.14
500
375
250
( 8,740)
( 7.97)
( 2,220)
( 1,665)
( 1,110)
1,685
4.27
365
275
180
( 7,495)
( 10.85)
( 1,620)
( 1,220)
( 800)
1,475
5.58
280
210
140
( 6,560)
( 14.18)
( 1,245)
( 930)
( 620)
1,310
( 5,825)
7.06
( 17.93)
220
( 975)
165
( 730)
-
1,180
( 5,245)
8.72
( 22.16)
180
( 800)
-
-
Notes:
1. Loads are based on CSA S136-16. 2. Strength Reduction factors for flexure and compression are 0.85 and 0.80, respectively.
3. Maximum factored beam loads in table are given in total uniform load( W * Span). 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 maximum factored beam load values. 6. C. G. is the‘ Center of Gravity’ of the cross section. 7. * Indicates that max factored load is limited due to Shear Flow capacity. Max factored shear load in the beam due to shear flow capacity is 3,610 lbs. 8. ** indicates KL / r for compression exceeds 200. 9. Maximum allowable load at channel face assumes K value of 0.8. 10. For Channel Separation capacity please contact HILTI.
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