GRIP STRUT STAIR TREADS
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1 Safe Loading Stair Treads P&R METALS CALL TOLL-FREE: GRIP STRUT STAIR TREADS Load data below takes eccentric loads into consideration. Although load values include allowances for normal impact conditions and usual pedestrian traffic, be sure to make provisions in the structural design for special uses and loads involving unusual impact forces or vibratory forces. Load-carrying capacity of stair treads increases as side channel height and gauge or material increase. U=Uniform Load (lb./ft. 2 ) C= Concentrated Load (lb.) 2-Diamond 3-Diamond 4-Diamond 5-Diamond 4 3 / / /4 Material Steel Steel Steel Steel Gauge Channel - in. (mm) U C U C U C U C U C U C U C U C /2 (38.1) (50.8) /2 (38.1) (50.8) /2 (38.1) (50.8) (1) 2 (50.8) (1) Intermediate stringer is recommended for spans over Diamond 3-Diamond 4-Diamond 4-Diamond 5-Diamond 5-Diamond 4 3 / /2 9 1 / / /4 Material Aluminum Aluminum Aluminum Stainless Steel Aluminum Stainless Steel Gauge L L Channel in. (mm) U C U C U C U C U C U C U C U C U C U C U C U C (50.8) (50.8) (50.8) (1) 2 (50.8) (1) Intermediate stringer is recommended for spans over 4-0.
2 GRIP STRUT STAIR TREADS Standard Sizes and Recommended s (1) Steel Standard Stair Treads Stair Treads with Abrasive Nosing Channel Catalog Size Catalog Size in. Gauge - in. Number in. Number in. Up to /2 30 to /2 36 to ga. 1 1 /2 42 to ga. 2 Aluminum Up to Up to Stainless Steel Up to 30 Up to 36 T Diamond / T Diamond - 7 T N 3-Diamond /8 T Diamond /2 T N 4-Diamond /2 T Diamond / T Diamond / T Diamond - 7 T N 3-Diamond /8 T Diamond /2 T N 4-Diamond /2 T Diamond / T Diamond / T Diamond - 7 T N 3-Diamond /8 T Diamond /2 T N 4-Diamond /2 T Diamond / T Diamond / T Diamond - 7 T N 3-Diamond /8 T Diamond /2 T N 4-Diamond /2 T Diamond / T A 2-Diamond / T A 3-Diamond - 7 T A-N 3-Diamond /8 T A 4-Diamond /2 T A-N 4-Diamond /2 T A 5-Diamond / T A * 2-Diamond / T A * 3-Diamond - 7 T A-N 3-Diamond /8 T A * 4-Diamond /2 T A-N 4-Diamond /2 T A * 5-Diamond / Type 316L 2 T SL 4-Diamond / ga. T SL 5-Diamond / Type T A 4-Diamond / ga. T A 5-Diamond / (1) Recommendations are based on approximate minimum loads of 300 lbs. concentrated; 100 lbs. uniform. Specific performance criteria may vary by municipality/building code body and should be locally checked prior to finalizing specifications. 1/4 x 1 Self Tapping Screw 1 3 /4 x 7 /16 Slot 7/16 Dia. Hole 1 3 /4 x 7 /16 Slot 1 1 /4 C B 7/16 Dia. Hole C B A D 27/32 A D 27/32 Steel, Aluminum and Stainless Steel (1) Standard With Abrasive Nosing A B C D A B C D 4 3 /4 1 1 /2 3 /4 2 5 / (2-Diamond) / /2 3 /4 3 3 /8 8 1 /8 1 1 /2 3 /4 4 1 /2 (3-Diamond) /8 (3-Diamond) /2 9 1 /2 1 1 /2 3 /4 5 7 / /2 1 1 /2 3 /4 6 7 /8 (4-Diamond) /8 (4-Diamond) / /4 1 1 /2 3 /4 8 1 / (5-Diamond) / (1) Stainless Steel not available in 2-Diamond or 3-Diamond widths. 15
3 2-DIAMOND PLANK - 4 ¾ WIDTH 4 3 /4 9/ /8 1 7 /8 9/ /16 s to the left of heavy red line produce a deflection of 1 /4 or less under a uniform load of 100 lb./ft. 2 Material lb./lin. U / D (38.1) (3.42) C D U Steel D ga. (50.8) (3.87) C D U / D (63.5) (4.17) C D U / D (38.1) (4.76) C D U Steel D ga. (50.8) (5.36) C D U / D (63.5) (5.95) C D U /2 * A D (38.1) (1.26) C D Alum. U Alloy A D (50.8) (1.37) C D U /2 * A D (63.5) (1.48) C D U /2 * A D (38.1) (1.60) C D Alum. U Alloy A D (50.8) (1.78) C D U /2 * A D (63.5) (1.95) C D
4 3-DIAMOND PLANK - 7 WIDTH /8 1 7 /8 1 7 /8 1/4 s to the left of heavy red line produce a deflection of 1 /4 or less under a uniform load of 100 lb./ft. 2 Material lb./lin. U / D (38.1) (4.46) C D U Steel D ga. (50.8) (4.76) C D U / D (63.5) (5.21) C D U / D (38.1) (6.10) C D U Steel D ga. (50.8) (6.70) C D U / D (63.5) (7.29) C D U /2 * A D (38.1) (1.58) C D Alum. U Alloy A D (50.8) (1.71) C D U /2 * A D (63.5) (1.85) C D U * A D (76.2) (1.98) C D U /2 * A D (38.1) (1.99) C D Alum. U Alloy A D (50.8) (2.38) C D U /2 * A D (63.5) (2.34) C D U * A D (76.2) (2.50) C D
5 4-DIAMOND PLANK - 9 ½ WIDTH 9 1 /2 11/ /8 1 7 /8 1 7 /8 11/32 18 s to the left of heavy red line produce a deflection of 1 /4 or less under a uniform load of 100 lb./ft. 2 Material lb./lin. U / D (38.1) (5.36) C D U Steel D ga. (50.8) (5.65) C D U / D (63.5) (6.10) C D U / D (38.1) (7.44) C D U Steel D ga. (50.8) (8.04) C D U / D (63.5) (8.48) C D U D (76.2) (9.08) C D Stain- U less S D (50.8) (4.76) C ga. D Stain- U less SL D L (50.8) (4.76) C ga. D U /2 * A D (38.1) (1.90) C D Alum. U Alloy A D (50.8) (2.03) C D U /2 * A D (63.5) (2.17) C D U * A D (76.2) (2.30) C D U /2 * A D (38.1) (2.41) C D Alum. U Alloy A D (50.8) (2.58) C D U /2 * A D (63.5) (2.75) C D U * A D (76.2) (2.93) C D
6 5-DIAMOND PLANK - 11 ¾ WIDTH 11 3 /4 1 7 /8 1 7 /8 1 7 /8 s to the left of heavy red line produce a deflection of 1 /4 or less under a uniform load of 100 lb./ft. 2 Material lb./lin. U / D (38.1) (6.25) C D U Steel D ga. (50.8) (6.55) C D U / D (63.5) (6.99) C D U / D (38.1) (8.78) C D U Steel D ga. (50.8) (9.23) C D U / D (63.5) (9.82) C D U D (76.2) (10.40) C D Stain- U less S D (50.8) (5.51) C ga. D Stain- U less SL D L (50.8) (5.51) C ga. (mm) (kg/m) Number D U /2 * A D (38.1) (2.22) C D Alum. U Alloy A D (50.8) (2.36) C D U /2 * A D (63.5) (2.48) C D U * A D (76.2) (2.60) C D U /2 * A D (38.1) (2.79) C D Alum. U Alloy A D (50.8) (2.98) C D U /2 * A D (63.5) (3.14) C D U * A D (76.2) (3.30) C D
7 8-DIAMOND PLANK - 18 ¾ WIDTH 18 3 /4 11/ /8 1 7 /8 1 7 /8 11/32 20 s to the left of heavy red line produce a deflection of 1 /4 or less under a uniform load of 100 lb./ft. 2 Material lb./lin. U / D (38.1) (9.1) C D U Steel D ga. (50.8) (9.4) C D U / D (63.5) (9.8) C D U / D (38.1) (12.6) C D U Steel D ga. (50.8) (13.2) C D U / D (63.5) (13.7) C D U / D (63.5) (14.3) C D U /2 * A D (38.1) (3.13) C D Alum. U Alloy A D (50.8) (3.27) C D U /2 * A D (63.5) (3.40) C D U * A D (76.2) (3.55) C D U /2 * A D (38.1) (3.98) C D Alum. U Alloy A D (50.8) (4.15) C D U /2 * A D (63.5) (4.33) C D U * A D (76.2) (4.50) C D
8 10-DIAMOND PLANK - 24 WIDTH 24 21/ /8 1 7 /8 1 7 /8 21/32 s to the left of heavy red line produce a deflection of 1 /4 or less under a uniform load of 100 lb./ft. 2 Material lb./lin. U D (50.8) (11.0) C Steel D ga. U D (76.2) (11.8) C D U D (50.8) (15.5) C Steel D ga. U D (76.2) (16.5) C D
9 GRIP STRUT SAFETY WALKWAYS 10-DIAMOND WALKWAY - 24 WIDTH /2 21/ /8 1 7 /8 1 7 /8 21/32 s to the left of heavy red line produce a deflection of 1 /4 or less under a uniform load of 100 lb./ft. 2 Weight Material lb./lin. Gauge ft. Catalog (kg/m) Number U Steel U D ga (13.2) C D U Steel U D ga (18.6) C D Grip Strut Engineering & Strut Data Available Upon Request Anchoring Device Clip Diamond Anchor is shaped to in diamond opening.punched to receive head bolt with square shank. Does not include bolts, nuts or washers. Standard finish is hot-dippedgalvanized before fabrication. Also available in 304 stainless steel. 22
10 HEAVY-DUTY GRIP STRUT SAFETY FLOORING Availability of Heavy-Duty Grip Strut Planks* Walkway Width Material Thickness / /4 9 1 /4 Steel 11 ga. 10 ga. 9 ga. Aluminum * All in depths of 2, 2 1 /2, 3 and 4. HEAVY-DUTY GRIP STRUT PLANKS AVAILABLE IN LENGTHS UP TO 24 HEAVY-DUTY GRIP STRUT WALKWAYS AVAILABLE IN LENGTHS UP TO 24 Availability of Heavy-Duty Grip Strut Walkways* Walkway Width Material Thickness Steel 11 ga. 10 ga. 9 ga. Aluminum * Standard toeboard depth of 5. Engineering & Load Data Provided Upon Request 23
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