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HT 16plus TECHNICAL DATA Dimensions and tolerances Product standard Calculated values Standard lengths Weight Package units 10 Mayr-Melnhof Kaufmann 160 mm 65 mm 35 mm Dimensions HT 16plus Tolerances Beam height 160 mm + / - 2,0 mm Chord thickness 35 mm - 1,5 % Chord width 65 mm - 1,5 % Web thickness 26,6 mm + / - 0,5 mm Industrially manufactured formwork timber beams are to be used in supporting structures and formworks for concrete buildings. The load is applied in the direction of the formwork beam height. The EN 13377 standard specifi es the classifi cation, the requirements, and verifi cation procedures for formwork beams in the heights h = 16, h = 20 and h = 24 cm. According to EN13377 Carrying capacity characteristics Lateral force V k = 18,4 kN permissible Q = 8,5 Bending moment M k = 5,9 kNm permissible M = 2,7 Reaction of support R b,k = 36,8 kN MOE x moment of inertia EI = 212 kNm² Elasticity module of chord (C24) E Chord = 11.000 N/mm² Elasticity module of web (SWP) E Web = 6.700 N/mm² 2,45 / 2,50 / 2,65 / 2,90 / 3,30 / 3,60 / 3,90 / 4,20 / 4,50 / 4,90 / 5,90 / max. 8,00 m 3,3 kg/m Standard package: 150 pieces Version 1 / 2011
Deflection [mm] Deflection [mm] SPAN TABLE Single-span beam 8,0 7,0 6,0 5,0 4,0 3,0 2,0 1,0 0,0 0,0 2,5 5,0 7,5 10,0 12,5 15,0 Capacity [kN/m] Multi-span beam 8,0 7,0 6,0 5,0 4,0 3,0 2,0 1,0 0,0 0,0 2,5 5,0 7,5 10,0 12,5 15,0 Capacity [kN/m] Version 1 / 2011 Table 1: Crossbeams Distance between crossbeams (m) HT 16plus Table 2: Main beams Selected distance between main beams (m) 0.4 0.5 0.625 0.675 0.75 1 1.25 1.5 1.75 2 2.25 2.5 3 Floor thickness Total load cm KN / m2 Max. support width of crossbeam Max. permissible support width = Max. distance between main beams = Distance between supports 10 4.60 2.97 2.76 2.56 2.50 2.41 2.17 1.94 1.77 1.64 1.53 1.44 1.37 1.22 12 5.12 2.82 2.62 2.43 2.37 2.29 2.05 1.84 1.68 1.55 1.45 1.37 1.30 1.09 14 5.64 2.70 2.51 2.33 2.27 2.19 1.96 1.75 1.60 1.48 1.38 1.30 1.19 0.99 16 6.16 2.59 2.41 2.24 2.18 2.10 1.87 1.67 1.53 1.42 1.32 1.21 1.09 0.91 18 6.68 2.50 2.33 2.16 2.10 2.03 1.80 1.61 1.47 1.36 1.26 1.12 1.01 0.84 20 7.20 2.43 2.25 2.09 2.04 1.97 1.73 1.55 1.41 1.31 1.17 1.04 0.93 0.78 22 7.72 2.36 2.19 2.03 1.98 1.91 1.67 1.50 1.37 1.24 1.09 0.97 0.87 0.73 24 8.24 2.29 2.13 1.98 1.93 1.86 1.62 1.45 1.32 1.17 1.02 0.91 0.82 0.68 26 8.76 2.24 2.08 1.93 1.88 1.81 1.57 1.40 1.28 1.10 0.96 0.85 0.77 0.64 28 9.28 2.19 2.03 1.88 1.84 1.76 1.53 1.36 1.21 1.03 0.91 0.80 0.72 0.60 30 9.80 2.14 1.99 1.84 1.80 1.71 1.48 1.33 1.14 0.98 0.86 0.76 0.69 0.57 32 10.37 2.10 1.95 1.81 1.76 1.67 1.44 1.29 1.08 0.93 0.81 0.72 0.65 0.54 34 10.94 2.06 1.91 1.77 1.71 1.62 1.41 1.23 1.02 0.88 0.77 0.68 0.61 0.51 36 11.51 2.02 1.88 1.73 1.67 1.58 1.37 1.17 0.97 0.83 0.73 0.65 0.58 0.49 38 12.08 1.99 1.84 1.69 1.63 1.54 1.34 1.11 0.93 0.79 0.70 0.62 0.56 0.46 40 12.65 1.95 1.81 1.65 1.59 1.51 1.31 1.06 0.89 0.76 0.66 0.59 0.53 0.44 45 14.08 1.88 1.75 1.57 1.51 1.43 1.19 0.95 0.80 0.68 0.60 0.53 0.48 0.40 50 15.50 1.82 1.67 1.49 1.44 1.36 1.08 0.87 0.72 0.62 0.54 0.48 0.43 0.36 55 16.93 1.77 1.60 1.43 1.38 1.30 0.99 0.79 0.66 0.57 0.50 0.44 0.40 0.33 60 18.35 1.72 1.53 1.37 1.32 1.22 0.92 0.73 0.61 0.52 0.46 0.41 0.37 0.31 65 19.78 1.65 1.48 1.32 1.26 1.13 0.85 0.68 0.57 0.49 0.42 0.38 0.34 0.28 70 21.20 1.60 1.43 1.27 1.17 1.06 0.79 0.63 0.53 0.45 0.40 0.35 0.32 0.26 Sample calculation l = 1,25 m l = 1,50 m l = 1,75 m l = 2,00 m l = 2,25 m l = 2,50 m l = 2,75 m permissible M permissible Q permissible f Required: Distance between main beams and between supports Available: 24 cm concrete thickness with total load of 8.24 kN/m 2 Selected: Distance between crossbeams of 0.625 m Result: 1.98 m distance between main beams (select next larger distance between main beams, here 2 m) 1.02 m distance between supports (check carrying capacity of supports) Mayr-Melnhof Kaufmann 11
Page 1 and 2: FORMWORK PANEL Formwork technology
Page 3 and 4: Version 1 / 2011 K1 yellowplan HT 2
Page 5 and 6: Version 1 / 2011 HT plus formwork b
Page 7 and 8: Product Wood species Wood moisture
Page 9: Deflection [mm] Deflection [mm] SPA
Page 13 and 14: Deflection [mm] Deflection [mm] 6,0
Page 19 and 20: Version 1 / 2011 Almost no checks t
Page 21 and 22: QUALITY Span L [m] d = 21 mm 0.40 0
Page 23 and 24: Version 1 / 2011 K1 yellowplan HT 2

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