Load
Tables |
|
CONCENTRATED
LOAD - CLEAR SPAN
(Distance between supports, measured from the
inside edge of one support to the inside edge of the next support)
LBS. PER
FOOT
OF LENGTH OF CATWALK
OR PLATFORM |
23"
|
30"
|
35"
|
42"
|
47"
|
54"
|
60"
|
 |
| Light or Occasional |
3.0
|
3.0
|
3.0
|
3.0
|
3.0
|
4.0
|
5.0
|
| Pedestrian Traffic |
3.14
|
3.14
|
3.14
|
3.14
|
3.14
|
4.27
|
6.25
|
 |
| Normal or Frequent |
3.0
|
3.0
|
3.0
|
4.0
|
5.0
|
|
|
| Pedestrian Traffic |
3.14
|
3.14
|
3.14
|
4.27
|
6.25
|
|
|
 |
| Heavy or Constant |
3.0
|
4.0
|
4.0
|
5.0
|
6.25
|
|
|
| Pedestrian Traffic |
3.14
|
4.27
|
4.27
|
6.25
|
|
|
|
|
| Pedestrian Traffic |
3.0
|
4.0
|
4.27
|
6.25
|
|
|
|
| with Light Equipment |
3.14
|
4.27
|
5.0
|
|
|
|
|
|
| |
4.0
|
5.0
|
5.0
|
|
|
|
|
| |
4.27
|
|
6.25
|
|
|
|
|
|
| |
4.0
|
5.0
|
6.25
|
|
|
|
|
| |
4.27
|
6.25
|
|
|
|
|
|
|
| |
4.0
|
6.25
|
|
|
|
|
|
| |
4.27
|
|
|
|
|
|
|
The concentrated load deflections for the above selection chart do not
exceed the 1/4" maximum deflection as the generally accepted recommendation
for normal pedestrian comfort.
CONCENTRATED LOAD AND
UNIFORM LOAD DEFELCTION TABLES/FIXED SPAN
|
STYLE
(LBS. PER SQ. FT.) |
. |
SPAN
24"
|
36"
|
48"
|
|
| 3# |
U |
|
275
|
100
|
|
| |
|
D |
.250
|
.220
|
|
| |
C |
|
275
|
165
|
75
|
| |
|
D |
.250
|
.250
|
.250
|
| 3.14# |
U |
|
375
|
150
|
50
|
| |
|
D |
.250
|
.240
|
.250
|
| |
C |
|
375
|
155
|
75
|
| |
|
D |
.250
|
.250
|
.250
|
| 4# |
U |
|
350
|
150
|
50
|
| |
|
D |
.240
|
.245
|
.250
|
| |
C |
|
440
|
225
|
100
|
| |
|
D |
.250
|
.250
|
.250
|
| 4.27# |
U |
|
500
|
165
|
60
|
| |
|
D |
.245
|
.245
|
.250
|
| |
C |
|
400
|
225
|
100
|
| |
|
D |
.250
|
.240
|
.250
|
| 5# |
U |
|
600
|
175
|
100
|
| |
|
D |
.240
|
.240
|
.250
|
| |
C |
|
540
|
310
|
140
|
| |
|
D |
.245
|
.250
|
.250
|
| 6.25# |
U |
|
800
|
300
|
115
|
| |
|
D |
.220
|
.250
|
.240
|
| |
C |
|
800
|
300
|
150
|
| |
|
D |
.220
|
.240
|
.240
|
 |
| 2# |
C |
|
250
|
100
|
50
|
| |
|
D |
.250
|
.250
|
.250
|
U = Uniform in Lbs. Per Sq. Ft.
C = Concentrated Load in Lbs. Per Sq. Ft.
D = Deflection in inches
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