Use the guide below to compare Chalfant aluminum ladder tray systems by load depth,
NEMA load/span designation, support span, deflection, and structural properties.
Aluminum System No. |
Height Side Rail |
Load Depth |
NEMA Load / Span Rating (@1.5 Safety factor) |
Support Span (Simple Beam Data) |
Data (2-Rails) |
| 6'1.83 m |
8'2.44 m |
10'3.05 m |
12'3.66 m |
14'4.27 m |
16'4.88 m |
18'5.49 m |
20'6.10 m |
24'7.32 m |
30'9.14 m |
35'10.7 m |
40'12.2 m |
IxIn⁴ |
SxIn³ |
AreaIn² |
NEC392.9 EGC AMPS |
Tray WeightLbs Per Ft |
| 2A |
4" (102) |
3" (76) |
16A 5 12C |
430.43.0010 |
243.75.0031 |
1531.17.0076 |
1081.84.0165 |
792.31.0292 |
602.46.0410 |
| | | | | |
2.95 | 1.41 | 1.14 (735) | 1200 | 2.15 (3.20) |
| 35A |
5" (127) |
5"4 (102) |
16A 12C |
| |
161.083.0052 |
1121.21.011 |
821.64.020 |
602.03.0338 |
| | | | | |
4.36 | 1.63 | 1.19 (768) | 1200 | 2.2 (3.27) |
| 26A |
6.3" (160) |
5.3"4 or 6" (137/152) |
20A 16B |
|
342.89— |
220.57.0026 |
152.84.0055 |
1121.13.0101 |
851.46.0172 |
671.87.0761 |
552.31.042 |
| | | |
8.55 | 2.72 | 1.55 (1000) | 1600 | 2.64 (3.93) |
| 46A |
6.3" (160) |
5.4"4 or 6" (137/152) |
20C |
It is not economical to use long span tray systems for short span installation.
We advise moving up to a lighter duty system.
|
2881.09.0038 |
2121.51.0071 |
1621.96.0121 |
1282.48.0194 |
1043.05.0296 |
704.3.0614 |
| | |
12.1 | 4.55 | 2.11 (1361) | 2000 | 3.32 (4.94) |
| 665A |
6.5" (165) |
5.4" or 6" (137/152) |
24C 5 |
| | |
4301.20.0028 |
3161.61.0051 |
2422.11.0087 |
1912.65.0139 |
1553.29.0212 |
1044.58.0440 |
| | |
16.96 | 6.24 | 2.87 (1852) | 2000 | 4.23 (6.29) |
| 57A |
7.4" (188) |
6.4" (163) |
24C |
| | |
425.98.0023 |
3121.31.0042 |
2391.72.0072 |
1882.19.0116 |
1532.69.0176 |
1063.89.0366 |
| | |
20.4 | 6.7 | 2.62 (1690) | 2000 | 3.82 (5.68) |
| 8HAF |
8" (203) |
7" (178) |
30C 7 |
| | | | |
5721.75.0031 |
4502.21.0049 |
3632.72.0075 |
2493.87.0155 |
1555.87.0379 |
1008.34.0834 |
|
48.08 | 14.3 | 5.32 (3432) | 2000 | 7.52 (11.19) |
| 103A |
10" (254) |
8.85" (225) |
40C 7 |
| | | | | | |
6362.03 |
4413.48 |
2824.59 |
2076.27 |
1598.20 |
115.4 | 24.1 | 7.40 (4555) | 2000 | 9.45 (14.06) |
Height side rail4" (102)
Load depth3" (76)
Support Span — Simple Beam Data
6' 1.83 m | 8' 2.44 m | 10' 3.05 m | 12' 3.66 m | 14' 4.27 m | 16' 4.88 m |
| 430.43.0010 | 243.75.0031 | 1531.17.0076 | 1081.84.0165 | 792.31.0292 | 602.46.0410 |
Ix2.95
Sx1.41
Area1.14 (735)
NEC1200 A
Weight2.15 (3.20)
Height side rail5" (127)
Load depth5" (102)
Support Span — Simple Beam Data
10' 3.05 m | 12' 3.66 m | 14' 4.27 m | 16' 4.88 m |
| 161.083.0052 | 1121.21.011 | 821.64.020 | 602.03.0338 |
Ix4.36
Sx1.63
Area1.19 (768)
NEC1200 A
Weight2.2 (3.27)
Height side rail6.3" (160)
Load depth5.3" or 6" (137/152)
Support Span — Simple Beam Data
8' 2.44 m | 10' 3.05 m | 12' 3.66 m | 14' 4.27 m | 16' 4.88 m | 18' 5.49 m | 20' 6.10 m |
| 342.89— | 220.57.0026 | 152.84.0055 | 1121.13.0101 | 851.46.0172 | 671.87.0761 | 552.31.042 |
Ix8.55
Sx2.72
Area1.55 (1000)
NEC1600 A
Weight2.64 (3.93)
Height side rail6.3" (160)
Load depth5.4" or 6" (137/152)
It is not economical to use long span tray systems for short span installation. We advise moving up to a lighter duty system.
Support Span — Simple Beam Data
12' 3.66 m | 14' 4.27 m | 16' 4.88 m | 18' 5.49 m | 20' 6.10 m | 24' 7.32 m |
| 2881.09.0038 | 2121.51.0071 | 1621.96.0121 | 1282.48.0194 | 1043.05.0296 | 704.3.0614 |
Ix12.1
Sx4.55
Area2.11 (1361)
NEC2000 A
Weight3.32 (4.94)
Height side rail6.5" (165)
Load depth5.4" or 6" (137/152)
Support Span — Simple Beam Data
12' 3.66 m | 14' 4.27 m | 16' 4.88 m | 18' 5.49 m | 20' 6.10 m | 24' 7.32 m |
| 4301.20.0028 | 3161.61.0051 | 2422.11.0087 | 1912.65.0139 | 1553.29.0212 | 1044.58.0440 |
Ix16.96
Sx6.24
Area2.87 (1852)
NEC2000 A
Weight4.23 (6.29)
Height side rail7.4" (188)
Load depth6.4" (163)
Support Span — Simple Beam Data
12' 3.66 m | 14' 4.27 m | 16' 4.88 m | 18' 5.49 m | 20' 6.10 m | 24' 7.32 m |
| 425.98.0023 | 3121.31.0042 | 2391.72.0072 | 1882.19.0116 | 1532.69.0176 | 1063.89.0366 |
Ix20.4
Sx6.7
Area2.62 (1690)
NEC2000 A
Weight3.82 (5.68)
Height side rail8" (203)
Load depth7" (178)
Support Span — Simple Beam Data
16' 4.88 m | 18' 5.49 m | 20' 6.10 m | 24' 7.32 m | 30' 9.14 m | 35' 10.7 m |
| 5721.75.0031 | 4502.21.0049 | 3632.72.0075 | 2493.87.0155 | 1555.87.0379 | 1008.34.0834 |
Ix48.08
Sx14.3
Area5.32 (3432)
NEC2000 A
Weight7.52 (11.19)
Height side rail10" (254)
Load depth8.85" (225)
Support Span — Simple Beam Data
20' 6.10 m | 24' 7.32 m | 30' 9.14 m | 35' 10.7 m | 40' 12.2 m |
| 6362.03— | 4413.48— | 2824.59— | 2076.27— | 1598.20— |
Ix115.4
Sx24.1
Area7.40 (4555)
NEC2000 A
Weight9.45 (14.06)
Key and Working Load
- 1 = Cable Loading (lb/ft)
- 2 = Mid Span Deflection (in)
- 3 = K Factor (in/lb/ft)
- 4 = 6" Nominal Loading Depth per VE-1 with reinforced low profile rung
- 5 = Exceeds NEMA Loads by over 20%
- 6 = Weight shown (lbs/ft or Kg/M) for 24" width tray with 9" rung spacing
- 7 = NEMA does not list 24", 30", 35", and 40' spans
Working Load (lbs/linear ft.) |
8 Ft |
12 Ft |
16 Ft |
20 Ft |
| A = 50 lbs/ft | 8A | 12A | 16A | 20A |
| B = 75 lbs/ft | 8B | 12B | 16B | 20B |
| C = 100 lbs/ft | 8C | 12C | 16C | 20C |
Conversions and NEMA Designations
Conversion to Metric
Meters = 0.3048 × feet
Kg/m = 1.488 × lb/ft
mm = 25.4 × inches
Convert Load Data
To convert into a safety factor = 2.0, multiply loading values by 0.75 (ratio of 1.5/2.0).
K × W = Deflection for other loads (inches)
NEMA Load / Span Designations @ 1.5 Factor of Safety
From VE-1 Table 1
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