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8 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 W , EN W /1.4571, EN S235 (ST-37.2), EN10025 AISI 1010 W /1.4571, EN Grade 4.6, EN ISO Grade 8.8, EN ISO A4-50, EN ISO A4-70, EN ISO S235JR (ST 37-2), EN *C 1015, SAE W /1.4571, EN Mechanical Properties Yield, R e min. [Mpa] Tensile, R m min. [Mpa] Europe EN China GB Japan JIS Germany DIN U.K. BS U.S.A ASTM S235JR Q235 SS400 ST /23 Gr 33 S235JR Q235B SN400 RST B A 36 S Q275 - RST C Gr 42 A SUS S A SUS S A Ti SUS316Ti S31 316Ti

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

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13 Load Cycles N Reduction Factor, K 10 4 x Load Cycles N Reduction Factor, K 10 5 x Load Cycles N 1 Reduction Factor, K 10 6 x

14 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 A4-50 A4-70 M M M M M M

15 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 M M M M M M 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 M M M M M M

16 Edge Distance, aᵣ [mm] Load Reduction Factors Tension Shear 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 c c c c c c

17 Channel Profile Weight (w/o anchors) Sectional Area Moment of Inertia Y-Y Z-Z Section Modulus Y-Y Z-Z TS 38/ kg/m 2.19 cm cm cm cm cm 3 Thread Diameter Ø Allowable Loads in [kn] 4.6 A4-50 Tension Shear Tension Shear Tightening Torque A4-50 M M M

18 Edge Distance, aᵣ [mm] Load Reduction Factors Tension Shear 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 c c c c c c

19 Channel Profile Weight (w/o anchors) Sectional Area Moment of Inertia Y-Y Z-Z Section Modulus Y-Y Z-Z TS 40/ kg/m 2.71 cm cm cm cm cm 3 Thread Diameter Ø Tension Shear Tension Shear Tension Shear M M M A4-50

20 Edge Distance, aᵣ [mm] Load Reduction Factors Tension Shear 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 c c c c c c x300 c

21 Channel Profile Weight (w/o anchors) Sectional Area Moment of Inertia Y-Y Z-Z Section Modulus Y-Y Z-Z TS 40/ kg/m 2.88 cm cm cm cm cm 3 Thread Diameter Ø Tension Shear Tension Shear Tension Shear M M M A4-50

22 Edge Distance, aᵣ [mm] Load Reduction Factors Tension Shear 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 c c c c c c x350 c

23 Channel Profile Weight (w/o anchors) Sectional Area Moment of Inertia Y-Y Z-Z Section Modulus Y-Y Z-Z TS 41/ kg/m 3.77 cm cm cm cm cm 3 Thread Diameter Ø Tension Shear Tension Shear Tension Shear M M M A4-50

24 Edge Distance, aᵣ [mm] Load Reduction Factors Tension Shear 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 c c c c c c x350 c

25 Channel Profile Weight (w/o anchors) Sectional Area Moment of Inertia Y-Y Z-Z Section Modulus Y-Y Z-Z TS 50/ kg/m 4.2 cm cm cm cm cm 3 Thread Diameter Ø Tension Shear Tension Shear Tension Shear M M M A4-70

26 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 (20.0) 21.0 (23.0) 19.0 (19.0) 24.0 (32.0) 6070 c c c c (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 c c (46.0) (46.0) (48.0) (48.0) 350x350 c (44.0) (44.0)

27 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/ kg/m 5.39 cm cm cm cm cm 3 Thread Diameter Ø Tension Shear Tension Shear Tension Shear M M M A4-70

28 Edge Distance, aᵣ [mm] Load Reduction Factors Tension Shear 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 c c c c c c x350 c

29 Channel Profile Weight (w/o anchors) Sectional Area Moment of Inertia Y-Y Z-Z Section Modulus Y-Y Z-Z TS 53/ kg/m 6.35 cm cm cm cm cm 3 Thread Diameter Ø Tension Shear Tension Shear Tension Shear M M M A4-70

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