FS Industries ENGINEERED STEEL PRODUCTS
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PO Box 72659 Providence, RI 02907
Toll free:(800) 421-0314 • In RI:(401) 421-0314 • Fax:(401) 421-5679
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HEAVY DUTY
STEEL CROSSOVER BRIDGE
1.000 LBS. CAPACITY
STAIR SECTIONS
AVAILABLE IN 2 STYLES
Quality engineered to your specific height
requirements
Designed for safety and convenience
Heavy duty bar grating stair treads won’t sag
or dish (standard).
Factory welded handrails of 1 1/2" x 14 Ga.
square tubing.
2 rail system with toeguard (standard).
10" structural channel stringers.
Structural connections are made with 5/8"
dia. Bolts and 3/8" butt plates.
BOCA DESIGN 33°
Fire proof construction.
Available in 2 tread widths.
Meets OSHA requirements. See OSHA standard
1910.24 (Fixed Industrial Stairs) listed below
price table.
Standard finish gray enamel, others available
upon request.
Provides safe walkways over conveyors, pipes
and other obstacles.
Choose 36" or 48" tread width - special sizes
available upon request.
Overall width = tread width + 4".
OSHA DESIGN SHOWN ABOVE
OSHA DESIGN 45°
CUSTOM SIZES - SAME DAY QUOTES
Custom sizes and configurations are readily available. We provide same day price quotes if you require a special
stair angle, specific tread rise/run, or a maximum horizontal stair run to satisfy available floor space constraints.

NEW! Optional Finishes!

Our standard finish is a quick dry enamel in a variety of colors.
Now we are pleased to offer our products with a hot-dipped galvanized finish or in a
duplex system which is paint over a hot-dipped galvanized undercoat.


Rugged heavy duty industrial grade construction

When ordering BOCA or OSHA, please add a B for BOCA in
front of the Model No. If OSHA, please add an O in front of
the Model No. Example: (B-2424-BG or O-2424-BG).
Also Note: Any specific underclearance is available. Price as
next highest in the table and specify on order.

Structural connections with 5/8" dia. Bolts
and 3/8" butt plates.
MODEL NO. UNDER
CLEARANCE
SPAN TREAD
WIDTH
OSHA
HORIZONTAL RUN
BOCA
HORIZONTAL RUN
OSHA
PRICE LIST
BOCA
PRICE LIST
2424-BG-36 24 24 36 98 5/16 141 15/16 $1,703 $2,136
2424-BG-48 24 24 48 98 5/16 141 15/16 $1,926 $2,479
2436-BG-36 24 36 36 110 5/16 153 15/16 $1,852 $2,282
2436-BG-48 24 36 48 110 5/16 153 15/16 $2,123 $2,676
2448-BG-36 24 48 36 122 5/16 165 15/16 $2,000 $2,430
2448-BG-48 24 48 48 122 5/16 165 15/16 $2,320 $2,874
3624-BG-36 36 24 36 123 15/16 186 11/16 $2,206 $2,781
3624-BG-48 36 24 48 123 15/16 186 11/16 $2,510 $3,250
3636-BG-36 36 36 36 135 15/16 198 11/16 $2,353 $2,928
3636-BG-48 36 36 48 135 15/16 198 11/16 $2,708 $3,445
3648-BG-36 36 48 36 147 15/16 210 11/16 $2,501 $3,076
3648-BG-48 36 48 48 147 15/16 210 11/16 $2,905 $3,642
4824-BG-36 48 24 36 146 11/16 231 1/16 $2,583 $3,427
4824-BG-48 48 24 48 146 11/16 231 1/16 $2,930 $4,019
4836-BG-36 48 36 36 158 11/16 243 1/16 $2,731 $3,575
4836-BG-48 48 36 48 158 11/16 243 1/16 $3,127 $4,216
4848-BG-36 48 48 36 170 11/16 255 1/16 $2,878 $3,721
4848-BG-48 48 48 48 170 11/16 255 1/16 $3,324 $4,411
6024-BG-36 60 24 36 171 3/4 251 7/16 $3,085 $3,887
6024-BG-48 60 24 48 171 3/4 251 7/16 $3,514 $4,541
6036-BG-36 60 36 36 183 3/4 263 7/16 $3,234 $4,035
6036-BG-48 60 36 48 183 3/4 263 7/16 $3,712 $4,738
6048-BG-36 60 48 36 195 3/4 275 7/16 $3,380 $4,184
6048-BG-48 60 48 48 195 3/4 275 7/16 $3,909 $4,936
7224-BG-36 72 24 36 194 7/8 295 15/16 $3,464 $4,533
7224-BG-48 72 24 48 194 7/8 295 15/16 $3,934 $5,311
7236-BG-36 72 36 36 206 7/8 307 15/16 $3,610 $4,681
7236-BG-48 72 36 48 206 7/8 307 15/16 $4,131 $5,507
7248-BG-36 72 48 36 218 7/8 319 15/16 $3,758 $4,829
7248-BG-48 72 48 48 218 7/8 319 15/16 $4,329 $5,704
8424-BG-36 84 24 36 219 5/8 340 1/4 $3,965 $5,181
8424-BG-48 84 24 48 219 5/8 340 1/4 $4,520 $6,080
8436-BG-36 84 36 36 231 5/8 352 1/4 $4,112 $5,326
8436-BG-48 84 36 48 231 5/8 352 1/4 $4,716 $6,277
8448-BG-36 84 48 36 243 5/8 364 1/4 $4,260 $5,475
8448-BG-48 84 48 48 243 5/8 364 1/4 $4,913 $6,473

FACTORY LOAD TEST
In addition to theoretical
design analysis
FS Industries has
performed actual load
tests with a 25%
overload to insure
design conformance to
OSHA standard 1910.24
which is printed below
test photos.
1250 lbs. concentrated load applied
to the center span of stair tread on a
3" long x 1 1/2" flat bar bearing surface.
Underside view of 1250 lbs.
concentrated load suspended
from center of stair tread.
1250 lbs. load on the center of
the crossover span.
1250 lbs. load applied to the center
of the horizontal crossover section.
1250 lbs. load applied to the bolted
structural connection point of the stair
and the horizontal crossover section.
OSHA STANDARD 1910.24 FIXED INDUSTRIAL STAIRS
1910.24(a)

"Application of requirements." This section contains specifications for the safe design and construction of fixed general
industrial stairs. This classification includes interior and exterior stairs around machinery, tanks, and other equipment,
and stairs leading to or from floors, platforms, or pits. This section does not apply to stairs used for fire exit purposes,
to construction operations to private residences, or to articulated stairs, such as may be installed on floating roof tanks
or on dock facilities, the angle of which changes with the rise and fall of the base support.

..1910.24(b)

1910.24(b)

"Where fixed stairs are required." Fixed stairs shall be provided for access from one structure level to another where
operations necessitate regular travel between levels, and for access to operating platforms at any equipment which
requires attention routinely during operations. Fixed stairs shall also be provided where access to elevations is daily or
at each shift for such purposes as gauging, inspection, regular maintenance, etc., where such work may expose
employees to acids, caustics, gases, or other harmful substances, or for which purposes the carrying of tools or
equipment by hand is normally required. (It is not the intent of this section to preclude the use of fixed ladders for
access to elevated tanks, towers, and similar structures, overhead traveling cranes, etc., where the use of fixed ladders
is common practice.) Spiral stairways shall not be permitted except for special limited usage and secondary access
situations where it is not practical to provide a conventional stairway. Winding stairways may be installed on tanks and
similar round structures where the diameter of the structure is not less than five (5) feet.

1910.24(c)

"Stair strength." Fixed stairways shall be designed and constructed to carry a load of five times the normal live load
anticipated but never of less strength than to carry safely a moving concentrated load of 1,000 pounds.

1910.24(d)

"Stair width." Fixed stairways shall have a minimum width of 22 inches.

1910.24(e)

"Angle of stairway rise." Fixed stairs shall be installed at angles to the horizontal of between 30 deg. and 50 deg. Any
uniform combination of rise/tread dimensions may be used that will result in a stairway at an angle to the horizontal
within the permissible range. Table D-1 gives rise/tread dimensions which will produce a stairway within the permissible
range, stating the angle to the horizontal produced by each combination. However, the rise/tread combinations are not
limited to those given in Table D-1.

Table D-1
________________________________________________________
Angle to horizontal | Rise (in inches) | Tread run (in inches)    
__________________________   |____________________________
30 deg. 35'............|    6 1/2             |            11
32 deg. 08'............|    6 3/4             |            10 3/4
33 deg. 41'............|    7                   |            10 1/2
35 deg. 16'............|    7 1/4             |            10 1/4
36 deg. 52'............|    7 1/2             |            10
38 deg. 29'............|    7 3/4             |            9 3/4
40 deg. 08'............|    8                   |            9 1/2
41 deg. 44'............|    8 1/4             |            9 1/4
43 deg. 22'............|    8 1/2             |            9
45 deg. 00'............|    8 3/4             |            8 3/4
46 deg. 38'............|    9                   |            8 1/2
48 deg. 16'............|    9 1/4             |            8 1/4
49 deg. 54'............|    9 1/2             |            8
_______________________________________________________


..1910.24(f)

1910.24(f)

"Stair treads." All treads shall be reasonably slip-resistant and the nosings shall be of nonslip finish. Welded bar grating
treads without nosings are acceptable providing the leading edge can be readily identified by personnel descending the
stairway and provided the tread is serrated or is of definite nonslip design. Rise height and tread width shall be uniform
throughout any flight of stairs including any foundation structure used as one or more treads of the stairs.

1910.24(g)

"Stairway platforms." Stairway platforms shall be no less than the width of a stairway and a minimum of 30 inches in
length measured in the direction of travel.

1910.24(h)

"Railings and handrails." Standard railings shall be provided on the open sides of all exposed stairways and stair
platforms. Handrails shall be provided on at least one side of closed stairways preferably on the right side descending.
Stair railings and handrails shall be installed in accordance with the provisions of 1910.23.

1910.24(i)

"Vertical clearance." Vertical clearance above any stair tread to an overhead obstruction shall be at least 7 feet
measured from the leading edge of the tread.


[39 FR 23502, June 27, 1974, as amended at 43 FR 49744, Oct. 24, 1978; 49 FR 5321, Feb. 10, 1984]

--------------------------------------------------------------------------------

Next Standard (1910.25)


Regulations (Standards - 29 CFR) - Table of Contents

Steel Crossover Bridge, Stair Sections, Specific Height Requirements, Bar Grating Stair Treads, Welded Handrails,
Structural Channel Stringers, Walkways Over Conveyors, Galvanized Finish, BOCA Design 33°, and OSHA Design
45° from your source for material handling equipment.
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