Modular Supports System Product Technical Guide June 2026 | Seite 40

Modular Support Systems Technical Guide, Edition 2
3.0 Modular Support System
3.1.2 MT Beam and Column Load Tables
Table 21- MT-50 Allowable Beam Loads: X-Axis
Bending 1, 2, 3, 4, 5
Span in( cm)
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)
216( 548.6) 240( 609.6)
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)
2,005
0.06
2,005
2,005
2,005
( 8,915)
( 0.16)
( 8,919)
( 8,919)
( 8,919)
1,335
0.14
1,335
1,335
970
( 5,935)
( 0.35)
( 5,938)
( 5,938)
( 4,310)
1,000
0.24
1,000
820
545
( 4,445)
( 0.62)
( 4,448)
( 3,645)
( 2,420)
800
0.38
700
525
350
( 3,555)
( 0.97)
( 3,110)
( 2,335)
( 1,555)
665
0.55
485
365
240
( 2,955)
( 1.40)
( 2,155)
( 1,620)
( 1,065)
570
0.75
355
265
175
( 2,535)
( 1.90)
( 1,575)
( 1,175)
( 775)
500
0.98
270
205
135
( 2,220)
( 2.49)
( 1,200)
( 910)
( 600)
445
1.24
215
160
105
( 1,975)
( 3.15)
( 955)
( 710)
( 465)
400
1.53
175
130
85
( 1,775)
( 3.88)
( 775)
( 575)
( 375)
330
2.20
120
90
60
( 1,465)
( 5.59)
( 530)
( 400)
( 265)
285
3.00
85
65
40
( 1,265)
( 7.61)
( 375)
( 285)
( 175)
250
3.91
65
50
30
( 1,110)
( 9.94)
( 285)
( 220)
( 130)
220
( 975)
4.95
( 12.58)
50
( 220)
40
( 175)
--`
200
( 885)
6.12
( 15.53)
40
( 175)
30
( 130)
--
Table 22- MT-50 Allowable Beam Loads: Y-Axis
Bending 1, 2, 3, 4, 5
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
2,840
0.07
2,840
2,840
2,840
( 61.0)
( 12,630)
( 0.17)
( 12,630)
( 12,630)
( 12,630)
36
1,895
0.15
1,895
1,895
1,265
( 91.4)
( 8,425)
( 0.38)
( 8,425)
( 8,425)
( 5,625)
48
1,420
0.26
1,420
1,065
710
( 121.9)
( 6,315)
( 0.67)
( 6,315)
( 4,735)
( 3,155)
60
1,135
0.41
910
680
455
( 152.4)
( 5,045)
( 1.04)
( 4,045)
( 3,020)
( 2,020)
72
945
0.59
630
475
315
( 182.9)
( 4,200)
( 1.50)
( 2,800)
( 2,110)
( 1,400)
84
810
0.81
465
345
230
( 213.4)
( 3,600)
( 2.05)
( 2,065)
( 1,530)
( 1,020)
96
710
1.05
355
265
175
( 243.8)
( 3,155)
( 2.66)
( 1,575)
( 1,175)
( 775)
108
630
1.33
280
210
140
( 274.3)
( 2,800)
( 3.38)
( 1,245)
( 930)
( 620)
120
565
1.64
225
170
110
( 304.8)
( 2,510)
( 4.16)
( 1,000)
( 755)
( 485)
144
470
2.35
155
115
75
( 365.8)
( 2,090)
( 5.96)
( 685)
( 510)
( 330)
168
405
3.21
115
85
55
( 426.7)
( 1,800)
( 8.14)
( 510)
( 375)
( 240)
192
355
4.19
85
65
40
( 487.7)
( 1,575)
( 10.64)
( 375)
( 285)
( 175)
216
315
5.28
70
50
35
( 548.6)
( 1,400)
( 13.41)
( 310)
( 220)
( 155)
240
( 609.6)
280
( 1,245)
6.54
( 16.62)
55
( 240)
40
( 175)
--
Table 23- MT-50 Allowable Column Loads 1, 2, 6, 7, 8, 9
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) 4,400( 19,570)
3,360( 14,945)
2,870( 12,765)
2,380( 10,585)
2,020( 8,985)
1,750( 7,780)
1,545( 6,870)
1,370( 6,090)
1,230( 5,470)
1,000( 4,445)
Maximum Column Load Applied at C. G.
K = 0.65 lbs( N)
11,010( 48,970)
8,865( 39,430)
7,090( 31,535)
5,645( 25,110)
4,515( 20,080)
3,755( 16,700)
3,220( 14,320)
2,820( 12,540)
2,500( 11,120)
2,025( 9,005)
K = 0.80 lbs( N)
10,180( 45,280)
7,600( 33,805)
5,745( 25,555)
4,380( 19,480)
3,530( 15,700)
2,960( 13,165)
2,545( 11,320)
2,225( 9,895)
1,960( 8,715)
1,560( 6,935)
K = 1.0 lbs( N)
8,720( 38,785)
6,160( 27,400)
4,380( 19,480)
3,365( 14,965)
2,740( 12,185)
2,300( 10,230)
1,960( 8,715)
1,695( 7,535)
K = 1.2 lbs( N)
7,600( 33,805)
4,995( 22,215)
3,530( 15,700)
2,740( 12,185)
2,225( 9,895)
1,850( 8,225)
1,560( 6,935)
**
** **
** **
Notes: 1. Loads are based on ICC ESR-5019 and AISI S100-16, the North American Specification for the Design of Cold-Formed Steel Structural Members. 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, 1.97 lbs / ft( 28.74 N / 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 KL / r for compression exceeds 200. 9. Maximum allowable load at channel face assumes K value of 0.8.
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