achieved by innovative composite technology:

• permitted bending moment M = 9.0 kNm

• allowed shear force Q = 20.0 kN

• rigidity E x I = 640 kNm²

• weight = 5.6 kg/lin.m

thanks to optimized load capacity

• up to one-third fewer floor props on timber-beam floor formwork Dokaflex 30 tec

• up to 30 percent fewer form-tie points in wall areas Timberbeam formwork FF100 tec and Top 100 tec

• 50 percent fewer primary beams in the superstructures of fully loaded Load-bearing tower Staxo 40

• thanks to all-round protectionextra-long lifespan,

• thanks to the proven 'top' beam-end reinforcementreduced close-out costs,

• thanks to the I tec sheet that protects the entire length of the flanges

Composite formwork beam 20

(A) Top-beam-end reinforcement

(B) I single sheet

(C) Beams marked in 50-cm increment-grid

(D) System holes

(E) Notch for chalk line

• Reduced damage at the end of the beam

• Effective protection against moisture and UV radiation since ends are sealed around web.

• Fast, safe formwork set-up with markings on the beam chords

(A) Top-beam-end reinforcement

(B) Web in versions N or P

(C) Beams marked in 50-cm increment-grid

(D) 2 system holes at each beam end

(E) Notch for chalk line

(F) Labeling belt width side; Optional: Customising possible

• High-quality beam chords thanks to mechanical stress-grading

• Less damage to beam-ends owing to bevelled flange-ends and beam rivets

• Easy to handle

because of its very low weight

(A) End-reinforcement with bevelled beam-ends and extra plastic rivet

(B) Web in versions N or P

(C) Beams marked in 50-cm increment-grid

(D) 2 system holes at each beam end

(E) Labelling belt width side; Optional: Customising possible