Modular Supports System Product Technical Guide June 2026 | Page 57

Modular Support Systems Technical Guide, Edition 2
3.0 Modular Support System
3.1.2 MT Beam and Column Load Tables
Table 70- MT-60 Maximum Factored Beam Loads: X-Axis Bending 1, 2, 3, 4, 5
Span in( cm)
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)
24
6,215
0.05
6,215
6,215
6,215
( 61.0)
( 27,645)
( 0.12)
( 27,645)
( 27,645)
( 27,645)
36
4,140
0.11
4,140
4,140
3,785
( 91.4)
( 18,415)
( 0.28)
( 18,415)
( 18,415)
( 16,835)
48
3,105
0.19
3,105
3,105
2,130
( 121.9)
( 13,810)
( 0.49)
( 13,810)
( 13,810)
( 9,470)
60
2,485
0.30
2,485
2,045
1,360
( 152.4)
( 11,050)
( 0.77)
( 11,050)
( 9,095)
( 6,045)
72
2,070
0.44
1,890
1,420
945
( 182.9)
( 9,205)
( 1.11)
( 8,405)
( 6,315)
( 4,200)
84
1,775
0.60
1,390
1,040
695
( 213.3)
( 7,895)
( 1.51)
( 6,180)
( 4,625)
( 3,090)
96
1,550
0.78
1,065
795
530
( 243.8)
( 6,890)
( 1.98)
( 4,735)
( 3,535)
( 2,355)
108
1,380
0.98
840
630
420
( 274.3)
( 6,135)
( 2.50)
( 3,735)
( 2,800)
( 1,865)
120
1,240
1.22
680
510
340
( 304.8)
( 5,515)
( 3.09)
( 3,020)
( 2,265)
( 1,510)
144
1,035
1.75
470
355
235
( 365.8)
( 4,600)
( 4.44)
( 2,090)
( 1,575)
( 1,045)
168
885
2.38
345
260
170
( 426.7)
( 3,935)
( 6.05)
( 1,530)
( 1,155)
( 755)
192
775
3.11
265
195
130
( 487.7)
( 3,445)
( 7.90)
( 1,175)
( 865)
( 575)
216
690
3.94
210
155
105
( 548.6)
( 3,065)
( 10.00)
( 930)
( 685)
( 465)
240
620
4.86
170
125
85
( 609.6)
( 2,755)
( 12.35)
( 755)
( 555)
( 375)
Table 72- MT-60 Maximum Factored Column
Loads 1, 2, 6, 7, 8
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 Factored Load at Channel Face lbs( N) 7,685( 34,200) 6,665( 29,660) 5,310( 23,635) 4,125( 18,350) 3,345( 14,890) 2,790( 12,420) 2,390( 10,630) 2,100( 9,350) 1,885( 8,390)
1,565( 6,980)
Maximum Column Load Applied at C. G.
K = 0.65 lbs( N)
22,200( 98,770) 17,695( 78,720) 13,325( 59,280) 9,675( 43,045) 7,300( 32,475) 5,850( 26,040) 4,895( 21,775) 4,225( 18,800) 3,725( 16,590)
3,035( 13,515)
K = 0.80 lbs( N)
20,165( 89,705) 14,605( 64,980) 9,920( 44,130) 7,030( 31,285) 5,440( 24,210) 4,455( 19,825) 3,790( 16,880) 3,315( 14,760) 2,950( 13,130)
2,430( 10,825)
K = 1.0 lbs( N)
17,340( 77,150) 10,985( 48,870) 7,030( 31,285) 5,155( 22,925) 4,095( 18,225) 3,420( 15,210) 2,950( 13,130) 2,605( 11,595) 2,325( 10,340)
K = 1.2 lbs( N)
14,605( 64,980) 8,240( 36,670) 5,440( 24,210) 4,095( 18,225) 3,315( 14,760) 2,800( 12,460) 2,430( 10,825) 2,145( 9,540)
**
** **
Table 71- MT-60 Maximum Factored Beam Loads: Y-Axis Bending 1, 2, 3, 4, 5
Span in( cm)
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)
24
5,950
0.09
5,950
5,950
4,535
( 61.0)
( 26,465)
( 0.22)
( 26,465)
( 26,465)
( 20,170)
36
3,965
0.20
3,965
3,025
2,015
( 91.4)
( 17,635)
( 0.50)
( 17,635)
( 13,455)
( 8,960)
48
2,975
0.35
2,265
1,700
1,130
( 121.9)
( 13,230)
( 0.89)
( 10,075)
( 7,560)
( 5,025)
60
2,380
0.55
1,450
1,085
725
( 152.4)
( 10,585)
( 1.39)
( 6,445)
( 4,825)
( 3,220)
72
1,980
0.79
1,005
755
500
( 182.9)
( 8,805)
( 2.00)
( 4,470)
( 3,355)
( 2,220)
84
1,700
1.07
740
555
370
( 213.3)
( 7,560)
( 2.72)
( 3,290)
( 2,465)
( 1,645)
96
1,485
1.40
565
425
280
( 243.8)
( 6,605)
( 3.55)
( 2,510)
( 1,890)
( 1,245)
108
1,320
1.77
445
335
220
( 274.3)
( 5,870)
( 4.50)
( 1,975)
( 1,490)
( 975)
120
1,190
2.19
360
270
180
( 304.8)
( 5,290)
( 5.55)
( 1,600)
( 1,200)
( 800)
144
990
3.15
250
185
125
( 365.8)
( 4,400)
( 8.00)
( 1,110)
( 820)
( 555)
168
850
4.29
185
135
90
( 426.7)
( 3,780)
( 10.88)
( 820)
( 600)
( 400)
192
740
5.60
140
105
70
( 487.7)
( 3,290)
( 14.22)
( 620)
( 465)
( 310)
216
660
7.08
110
80
55
( 548.6)
( 2,935)
( 17.99)
( 485)
( 355)
( 240)
240
595
8.75
90
65
45
( 609.6)
( 2,645)
( 22.21)
( 400)
( 285)
( 200)
Notes:
1. Loads are based on CSA S136-16, the North American Specification for the
Design of Cold-Formed Steel Structural Members. 2. Resistance factors for flexure and compression are 0.90 and 0.80, respectively. 3. Maximum factored 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, 2.83 lbs / ft( 41.30 N / m) must be deducted from maximum factored beam load values. 6. C. G. is the‘ Center of Gravity’ of the cross section. 7. ** indicates KL / r for compression exceeds 200. 8. Maximum allowable load at channel face assumes K value of 0.8.
56 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