SSR-C1 Stainless Steel Cable Railing

SSR-C1 is a stainless steel cable railing system that is a popular choice for residential and commercial projects. These cable railings provide great aesthetics and flexibility in any setting indoors or outdoor whether running horizontally or vertically. Each cable railing’s hardware components come in various sizes and material choices that are configurable to meet different project design needs.

Overview of SSR-C1 Stainless Steel Cable Railing

System Stainless Steel Cable Railing
Model No. SSR-C1
Material Stainless Steel
Surface Treatment Polished/Satin
Profile Brand 304/316
Standards In Compliance With ASTM/AS/NZS/AAMA/NFRC/EN/BSI/ISO
Application Residential Apartment, Villa, Commercial Hotel, Mall, Office, Public Organization
System Customisation Available

Data of SSR-C1 Stainless Steel Cable Railing
Testing Data of SSR-C1 Stainless Steel Cable Railing

MATERIALS - Stainless steel
- Aluminum
RAIL LENGTH - Level: 93-3/4 in (inside of the post to inside of post)
- Stair: 96-1/2 in (inside of the post to inside of post)
RAIL HEIGHT - Level: 38-1/2 in (top of top rail to bottom of bottom rail)
- Stair: 40-1/2 in (top of top rail to bottom of bottom rail; measured parallel to the balusters)
TOP RAIL Level: - 1-5/16 in wide by 1-3/8 in high aluminum extrusion with 0.100 in the thick wall "closed box" section
- 1-7/16 in wide by 1-3/8 in high aluminum extrusion with 0.040 in thick wall inverted "U"-shaped cap
Stair: - 1-5/16 in wide by 1-5/16 in high aluminum extrusion with 0.100 in thick wall "open box" section - 1-7/16 in wide by 1-3/8 in high aluminum extrusion with 0.040 in thick wall inverted "U"-shaped cap
BOTTOM RAIL Level: 1-7/16 in wide by 1-7/16 in high aluminum extrusion with 0.100 in the thick wall "closed box" section
Stair: 1-7/16 in wide by 1-7/16 in high aluminum extrusion with 0.100
in thick wall "open box" section
IN-FILL - 1/8 in diameter, 1x19, stainless steel vertical cable (twenty-one (level) and fifteen (stair) equally spaced in groups of three) - Intermediate Support Baluster: 5/8 in diameter with 0.125 in thick wall vertical support baluster (six equally spaced)
SUPPORT BLOCK 5/8 in the square by 2 in high cast aluminum
RAIL BRACKETS Level: Cast aluminum collar bracket
Stair: Two-piece hinged cast aluminum collar bracket
POST 2-1/2 in a square by 0.150 in a thick aluminum tube connected to a 4-1/4 in a square by 3/8 in thick aluminum base plate with a 1/4 in continuous fillet weld; the base plate included four 3/8 in diameter holes and one 3/4 in diameter hole

Loading Data of SSR-C1 Stainless Steel Cable Railing
Design Load: 50 lb / 1 square ft at Center of In-fill (on 3 Vertical Cables)
LOAD LEVEL TEST LOAD
(lb) E.T.(min:sec) DISPLACEMENT (in)
END MID END NET
Initial Load 25 0:00 -- 0.00  -- --
2.0x Design Load 102 0:19 -- 0.80  -- --
Initial Load 25 1:45 -- 0.03  -- --
96% Recovery from 2.0 x Design Load
2.5x Design Load 126 2:00 Achieved Load without Failure
Design Load: 50 lb / 1 square ft at Bottom of In-fill (on 3 Vertical Cables)
LOAD LEVEL TEST LOAD
(lb) E.T.(min:sec) DISPLACEMENT (in)
END MID END NET
Initial Load 25 0:00 -- 0.00  -- --
2.0x Design Load 102 0:12 -- 0.66  -- --
Initial Load 25 1:43 -- 0.01  -- --
96% Recovery from 2.0 x Design Load
2.5x Design Load 129 1:56 Achieved Load without Failure
Design Load: 50 lb / 1 square ft at Center of In-fill (on Intermediate Support Baluster)
LOAD LEVEL TEST LOAD
(lb) E.T.(min:sec) DISPLACEMENT (in)
END MID END NET
Initial Load 25 0:00 -- 0.00  -- --
2.0x Design Load 102 0:18 -- 0.66  -- --
Initial Load 25 1:47 -- 0.03  -- --
95% Recovery from 2.0 x Design Load
2.5x Design Load 127 2:05 Achieved Load without Failure
Design Load: 50 lb / 1 square ft at Bottom of In-fill (on Intermediate Support Baluster)
LOAD LEVEL TEST LOAD
(lb) E.T.(min:sec) DISPLACEMENT (in)
END MID END NET
Initial Load 25 0:00 -- 0.00  -- --
2.0x Design Load 102 0:20 -- 0.49  -- --
Initial Load 25 1:46 -- 0.03  -- --
94% Recovery from 2.0 x Design Load
2.5x Design Load 130 1:56 Achieved Load without Failure
Design Load: 200 lb Concentrated Horizontal Load at Midspan of Top Rail
LOAD LEVEL TEST LOAD
(lb) E.T.(min:sec) DISPLACEMENT (in)
END MID END NET
Initial Load 50 0:00 0.00  0.00  0.00  0.00 
2.0x Design Load 405 1:02 0.69  3.43  0.94  2.62 
Initial Load 50 2:43 0.05  0.19  0.06  0.14 
95% Recovery from 2.0 x Design Load
2.5x Design Load 500 3:22 Achieved Load without Failure
Design Load: 200 lb Concentrated Horizontal Load at Ends of Top Rail (Brackets)
LOAD LEVEL TEST LOAD
(lb) E.T.(min:sec) RAIL DISPLACEMENT (in)
RAIL END #1 RAIL END #2
Initial Load 80 0:00 0.00  0.00 
(2.0x Design Load) x 2 803 0:44 1.52  2.03 
Initial Load 80 2:16 0.15  0.22 
90% (Rail End #1) and 89% (Rail End #2) Recovery from 2.0 x Design Load
(2.5x Design Load) x 2 1004 3:22 Achieved Load without Failure
Design Load: 200 lb Concentrated Load at Top of Stand-Alone 1 Post (42 in high)
LOAD LEVEL TEST LOAD
(lb) E.T.(min:sec) RAIL DISPLACEMENT (in)

Initial Load 50 0:00 0.00 
(2.0x Design Load) x 2 408 0:34 1.21 
Initial Load 50 2:06 0.00 
100% Recovery from 2.0 x Design Load
(2.5x Design Load) x 2 503 2:25 Achieved Load without Failure

Benefits of SSR-C1 Stainless Steel Cable Railing
Strong and durable with minimal maintenance

Virtually limitless applications

High Resistance to Corrosion and Low Maintenance Requirements

Flexible design with a range of fitting options

Wide range of anchor systems for quick and easy installation

Possibility of large-scale constructions

Weather resistant

Configuration of SSR-C1 Stainless Steel Cable Railing

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As a facade design & manufacture company facade building design company, CAS Facade Co., Ltd. established in Jan. 2018, is located in the Central Industrial Park, Foshan City, Guangdong Province. It is a professional curtain wall manufacturer of customized and tested glass curtain walls and window wall, as well as aluminum windows & doors, with excellent marketing and R&D performance.