The extra-tough timber formwork beam for economical use of materials.
Permitted moment (M): 7.0 kNm
Permitted shear force (Q): 15.0 kN (16.5 kN)1)
Rigidity (E x I): 585 kNm²
Weight: 5.0 kg/lin. m
1) According to approval Z-9.1-920, the permissible shear force may be assumed to be 16.5 kN if the permissible reaction force of 30 kN is complied with.
(A) Top-beam-end reinforcement
(B) Web made of high-quality poplar plywood with a gray coating
(C) Beams marked in 50-cm increment-grid
(D) 2 system holes at each beam end
(E) Notch for chalk line
(F) Printing on broadside of beam flange and on web, optional: custom printing
(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
Moment (M): 5 kNm
Shear force (Q): 11 kN
Rigidity (E x J): 450 kNm²
Weight: 4.4 kg/lfm (N) | 5.3 kg/lfm (P)
Certificate: EN 13377
(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
Moment (M): 5 kNm
Shear force (Q): 11 kN
Rigidity (E x J): 450 kNm²
Weight: 4.4 kg/lfm (N) | 5.3 kg/lfm (P)
Certificate: EN 13377