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Components Channel Profiles Carbon Steel SS 304 [A2] SS 316 [A4] Anchors Carbon Steel SS 316 [A4] Tee Bolts Strength 4.6 Strength 8.8 A4-50 A4-70 Channel Nuts Carbon Steel SS 316 [A4] Specifications S235JR, EN 10025 W 1.4301, EN 10088 W 1.4401/1.4571, EN 10088 S235 (ST-37.2), EN10025 AISI 1010 W 1.4401/1.4571, EN 10088 Grade 4.6, EN ISO 898-1 Grade 8.8, EN ISO 898-1 A4-50, EN ISO 3506-1 A4-70, EN ISO 3506-1 S235JR (ST 37-2), EN 10025 *C 1015, SAE W 1.4401/1.4571, EN 10088 Mechanical Properties Yield, R e min. [Mpa] Tensile, R m min. [Mpa] 235 360 195 500 240 530 235 360 250 365 240 530 240 400 640 800 210 500 450 700 235 360 355 500 240 530 Europe EN China GB Japan JIS Germany DIN U.K. BS U.S.A ASTM S235JR 1.0037 Q235 SS400 ST 37-2 37/23 Gr 33 S235JR 1.0038 Q235B SN400 RST 37-2 40B A 36 S275 1.0044 Q275 - RST 44-2 43C Gr 42 A2 1.4301 304 SUS304 1.4301 304S15 304 A4 1.4401 316 SUS316 1.4401 316S31 316 A4 1.4571 316Ti SUS316Ti 1.4571 320S31 316Ti

Process Standard Coating Thickness Hot Dip Galvanizing EN ISO 1461 50 µm Electro Zinc Plating EN 12329 5 µm Degrease + Descale Clear Passivated Mill Finish 1D (A4 Fasteners only)

Load Cycles N 1 2 3 4 Reduction Factor, K 10 4 x 5 6 7 8 9 1.00 0.82 0.70 0.64 0.58 0.54 0.52 0.49 0.47 Load Cycles N 1 2 3 4 Reduction Factor, K 10 5 x 5 6 7 8 9 0.46 0.38 0.37 0.35 0.33 0.32 0.31 0.30 0.29 Load Cycles N 1 Reduction Factor, K 10 6 x 2 3 0.29 0.28 0.28

Sampag Tee Bolts European Channel Profiles TS 38 38/17 TS 40 40/22, 40/25, 41/25 TS 50 49/30, 50/30, 51/31, 52/34, 53/35 THREAD Diameter Ø 4.6 8.8 A4-50 A4-70 M8 5.0 - - - M10 10.0 24.9 8.7 18.7 M12 17.5 43.7 15.3 32.3 M16 44.4 111.0 38.8 83.3 M20 86.5 216.4 75.7 162.3 M24 149.7 350.1 130.9 -

Diameter Ø Stress Area, A s [mm²] Tension, F Z [kn] Grade 4.6 Grade 8.8 Shear, F Y [kn] Torque Tension, F Z [kn] Shear, F Y [kn] Torque M8 36.6 4.9 3.3 8.0 9.8 6.3 24.0 M10 58.0 7.8 5.3 15.0 15.5 10.6 48.0 M12 84.3 11.3 7.5 25.0 22.5 15.7 70.0 M16 157.0 21.0 14.2 60.0 42.0 28.2 200.0 M20 245.0 32.7 21.0 120.0 65.3 45.0 400.0 M24 353.0 47.1 31.6 200.0 94.2 63.0 680.0 Diameter Ø Stress Area, A s [mm²] Tension, F Z [kn] A4-50 A4-70 Shear, F Y [kn] Torque Tension, F Z [kn] Shear, F Y [kn] Torque M8 36.6 5.1 3.6 8.0 - - - M10 58.0 8.0 5.7 15.0 14.1 9.3 15.0 M12 84.3 11.3 8.1 25.0 20.6 13.6 25.0 M16 157.0 21.2 15.3 60.0 37.2 24.5 60.0 M20 245.0 32.3 22.5 120.0 58.3 38.4 120.0 M24 353.0 47.4 33.8 200.0 84.2 56.1 200.0

Edge Distance, aᵣ [mm] Load Reduction Factors Tension Shear 90 1.00 1.00 75 1.00 0.78 65 0.93 0.66 55 0.86 0.55 LOAD CONFIGURATION F Applicable Channel Spacing As Length, L Distance Tension or Shear [mm] [mm] ALLOWABLE LOADS TENSION SHEAR Point F Z Pair F Z Point F Y Pair F Y [kn] [kn] [kn] [kn] 1050 a = 200 to b 200 6.5 8.0 8.6 10.0 6070 c 100 100-150 c 50 200 c 75 8.5-9.0-8.5 10.4 9.0 10.4 8.5 10.4 9.0 10.4 250 c 100 300 c 125 350 c 125-15.0-15.0-15.0-15.0-14.6-14.6

Channel Profile Weight (w/o anchors) Sectional Area Moment of Inertia Y-Y Z-Z Section Modulus Y-Y Z-Z TS 38/17 1.73 kg/m 2.19 cm 2 0.74 cm 4 3.39 cm 4 0.74 cm 3 2.07 cm 3 Thread Diameter Ø Allowable Loads in [kn] 4.6 A4-50 Tension Shear Tension Shear Tightening Torque 4.6 + A4-50 M10 7.8 5.3 8.0 5.7 15 M12 11.8 7.5 11.3 8.1 25 M16 21.0 14.2 21.2 15.3 60

Edge Distance, aᵣ [mm] Load Reduction Factors Tension Shear 100 1.00 1.00 85 1.00 0.80 75 0.97 0.62 60 0.88 0.44 LOAD CONFIGURATION F Applicable Channel Spacing As Length, L Distance Tension or Shear [mm] [mm] ALLOWABLE LOADS TENSION SHEAR Point F Z Pair F Z Point F Y Pair F Y [kn] [kn] [kn] [kn] 1050 a = 200 to b 200 8.0 9.6 10.0 12.0 6070 c 100 100-150 c 50 200 c 75 10.0-10.0-10.0 12.0 10.0 12.4 10.0 12.0 10.0 12.4 250 c 100 300 c 125 350 c 125-17.2-18.0-17.2-18.0-17.2-18.0

Channel Profile Weight (w/o anchors) Sectional Area Moment of Inertia Y-Y Z-Z Section Modulus Y-Y Z-Z TS 40/22 2.13 kg/m 2.71 cm 2 1.83 cm 4 5.97 cm 4 1.55 cm 3 2.99 cm 3 Thread Diameter Ø Tension Shear Tension Shear Tension Shear 4.6 8.8 M10 7.8 5.3 15.5 10.6 8.0 5.7 15 48 15 M12 11.3 7.5 22.5 15.7 11.3 8.1 25 70 25 M16 21.0 14.2 42.0 28.2 21.2 15.3 60 200 60 A4-50

Edge Distance, aᵣ [mm] Load Reduction Factors Tension Shear 105 1.00 1.00 90 1.00 0.80 75 0.97 0.62 60 0.88 0.44 50 0.62 0.21 LOAD CONFIGURATION F Applicable Channel Spacing As Length, L Distance Tension or Shear [mm] [mm] ALLOWABLE LOADS TENSION SHEAR Point F Z Pair F Z Point F Y Pair F Y [kn] [kn] [kn] [kn] 1050 a = 200 to b 200 8.8 11.0 12.0 14.0 6070 c 100 100-150 c 50 200 c 75 11.0-11.0-10.5 12.6 11.0 14.0 10.5 12.6 11.0 14.0 250 c 100 300 c 125 350 c 125-18.4-20.0-18.4-20.0-18.4-20.0 300x300 c 125-18.0-18.0

Edge Distance, aᵣ [mm] Load Reduction Factors Tension Shear 115 1.00 1.00 100 0.99 0.78 85 0.96 0.60 70 0.88 0.42 60 0.68 0.24 LOAD CONFIGURATION F Applicable Channel Spacing As Length, L Distance Tension or Shear [mm] [mm] ALLOWABLE LOADS TENSION SHEAR Point F Z Pair F Z Point F Y Pair F Y [kn] [kn] [kn] [kn] 1050 a = 250 to b 250 12.0 14.8 12.0 16.8 6070 c 100 100-150 c 50 200 c 75 300 c 125 350 c 125 450 c 125 13.0-14.0-13.0 16.0 14.0 18.0 13.0 16.0 14.0 24.0-25.0-26.0-27.0-28.0-29.0-30.0 350x350 c 125-25.0-26.0

Edge Distance, aᵣ [mm] Load Reduction Factors Tension Shear 125 1.00 1.00 110 1.00 0.78 95 0.96 0.61 80 0.88 0.36 65 0.72 0.21 LOAD CONFIGURATION F Applicable Channel Spacing As Length, L Distance Tension or Shear [mm] [mm] ALLOWABLE LOADS TENSION SHEAR Point F Z Pair F Z Point F Y Pair F Y [kn] [kn] [kn] [kn] 1050 a = 250 to b 250 10.0 12.0 11.0 13.0 6070 c 100 150 c 50 200 c 75 250 c 100 300 c 125 350 c 125 12.0 14.0 12.0 14.6 12.0 14.0 12.0 14.6 12.0 14.0 12.0 14.6-22.0-23.0-23.0-24.0 350x350 c 125-22.0-22.0

Channel Profile Weight (w/o anchors) Sectional Area Moment of Inertia Y-Y Z-Z Section Modulus Y-Y Z-Z TS 50/30 3.29 kg/m 4.2 cm 2 5.42 cm 4 14.68 cm 4 3.55 cm 3 5.87 cm 3 Thread Diameter Ø Tension Shear Tension Shear Tension Shear M12 11.8 7.5 23.8 15.7 20.6 13.6 25 70 25 M16 22.2 14.2 45.0 28.2 37.2 24.5 60 200 60 M20 33.8 21.0 68.2 45.0 58.3 38.4 120 400 120 4.6 8.8 A4-70

LOAD CONFIGURATION F Applicable Channel Spacing As Length, L Distance Tension or Shear [mm] [mm] ALLOWABLE LOADS TENSION SHEAR Point F Z Pair F Z Point F Y Pair F Y [kn] [kn] [kn] [kn] 1050 a = 250 to b 250 18.0 (20.0) 21.0 (23.0) 19.0 (19.0) 24.0 (32.0) 6070 c 100 150 c 50 200 c 75 250 c 100 18.0 (20.0) 20.0 (22.0) 17.0 (19.0) 22.0 (24.0) 18.0 (20.0) 21.0 (24.0) 17.0 (20.0) 24.0 (26.0) 18.0 (20.0) 22.0 (26.0) 17.0 (22.0) 24.0 (26.0) 300 c 125 350 c 125 450 c 175-30.0-42.0-36.0 (46.0) - 42.0 (46.0) - 38.0 (48.0) - 44.0 (48.0) 350x350 c 125-34.0 (44.0) - 40.0 (44.0)

Edge Distance, aᵣ [mm] Load Reduction Factors Tension Shear 125 (185)* 1.00 (1.00)* 1.00 (1.00)* 110 (165) 0.99 (1.00) 0.80 (0.82) 95 (145) 0.96 (0.97) 0.62 (0.68) 80 (125) 0.88 (0.92) 0.36 (0.48) 65 (105) 0.72 (0.86) 0.21 (0.33) 50 (85) 0.56 (0.78) - Channel Profile Weight (w/o anchors) Sectional Area Moment of Inertia Y-Y Z-Z Section Modulus Y-Y Z-Z TS 51/31 4.33 kg/m 5.39 cm 2 6.94 cm 4 18.90 cm 4 4.38 cm 3 7.49 cm 3 Thread Diameter Ø Tension Shear Tension Shear Tension Shear 4.6 8.8 M12 11.3 7.5 22.5 15.7 20.6 13.6 25 70 25 M16 21.0 14.2 42.0 28.2 37.2 24.5 60 200 60 M20 32.7 21.0 65.3 45.0 58.3 38.4 120 400 120 A4-70

Edge Distance, aᵣ [mm] Load Reduction Factors Tension Shear 215 1.00 1.00 195 1.00 0.76 170 0.98 0.58 140 0.95 0.42 110 0.86 0.31 95 0.78 - LOAD CONFIGURATION F Applicable Channel Spacing As Length, L Distance Tension or Shear [mm] [mm] ALLOWABLE LOADS TENSION SHEAR Point F Z Pair F Z Point F Y Pair F Y [kn] [kn] [kn] [kn] 1050 a 250 to b 250 24.0 26.0 24.0 26.0 6070 c 100 200 c 75 250 c 100 300 c 125 350 c 125 450 c 175 27.0 33.0 27.0 33.0 27.0 34.0 27.0 36.0 27.0 38.0 27.0 42.0-54.0-54.0-57.0-56.0 350x350 c 125-53.0-53.0