13377:2002-11, class P 20. DIN = German Industrial. Standards. Calculation. DIN
1052:1988-04. DIN 1052:2004-08 according to. Allowed arithmetic values1.).
TIMBER FORMWORK BEAMS The handy formwork beam “Rhön-Schalung H20“ has many possibilities of application.
1. CONSTRUCTION
22 mm 22 mm m 39 m
203 mm
26,6 mm
40,5mm
200 mm
119 mm
40,5mm
80 mm
Mechanical specific values Calculation according to
DIN 1052:1988-04 Allowed arithmetic values1.)
DIN 1052:2004-08 Characteristic threshold values2.)
Shear force Bending moment Support resistance
perm. Q = 11.0 kN perm. M = 5.0 kNm perm. A = 22.0 kN
Vk = 23.9 kN Mk = 10.9 kNm R b, k = 47.8 kN
1.) according to DIN V 20000-2:2006-07, class P 20 2.) according to DIN EN 13377:2002-11, class P 20
Further calculation values 2
Bending-stiffness Coefficient lateral pressure
E · I = 450 kNm
E · I = 450 kNm2
–
k c, 90 = 1.0
DIN = German Industrial Standards
Deflection at midspan [mm]
Deflection diagram for formwork beams “Rhön-Schalung H20“ 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0
2.5 kN/m
3.0 3.5
12.5
20.0
ma
x.
V
10.0
7.5
5.0
2.0
4.0
1.5
. M max
1.0 0.5
1
1.5
2
2.5
3
3.5
Span L [m]
4
2. DELIVERY PROGRAM Length: 245, 250, 265, 275, 290, 300, 330, 360, 390, 450, 490, 590 cm Special lengths possible up to 12 m Package unit: 50 pieces
3. ADVANTAGES - true to size and dimensionally stable solid web girder - time- and cost-saving in processing - long durability due to high quality gluing - protection against damage by special design of the beam ends - low weight (4.80 kg/running meter) - adaptable and versatilely applicable - unproblematic disposal - quality supervision by MPA Stuttgart
4. CHARACTERIZATION OF THE BEAM - manufacturer’s name: HIS - EN 13377 - class of beam P, supervision level M - supervisory board MPA Stuttgart - coded identification data of production
5. REGULATIONS FOR APPLICATION AND STORAGE The quoted calculation values must not be overwritten. The formwork is to be nailed down directly onto the upper chord. The timber formwork beams are to be secured against tilting according to the static requirements. Before each use of the timber formwork beams they are to be checked for good order and condition by the assembling company. Damaged or putrefactive weakened beams must not be used. During the storage of the beams should be noted that these are not being exposed to strong climatic influences for too long, and they are not to be stored outdoors.
Holzindustrie Schlitz GmbH & Co. KG · Bahnhofstrasse 63 · D-36110 Schlitz · phone: +49/66 42/96 34-0 fax: +49/66 42/96 34-23 ·
[email protected] · www.holzindustrie-schlitz.de
