Formwork Beams
FORMING THE WORLD ONE SMALL PIECE AT A TIME
190 ALUMINUM BEAMS
H750 ALUMINUM BEAMS
C750 ALUMINUM BEAMS
90 x 140 WOOD JOISTS

Safe Load Table

Symbols used in table are as follows:

Fb = Allowable unit stress in extreme fiber in bending, psi.

W = Total uniformly distributed load, pounds

w = Load per linear foot of beam, pounds

Fv = Horizontal shear stress, psi, induced by load W

E = Modulus of elasticity, 1000 psi induced by load W for l/360 limit

90 x 90 LVL JOISTS

Beam fabricated from LVL microlam laminated veneer lumber offer a versatile, economical and efficient alternative to structural timbers and beams. LVL lumber is better, because it is always uniform and defect-free.

MICROLAM LVL features:

Full dimensions, no shimming required
Saves time, money and material
Consistent quality/performance
Virtually eliminates twisting,
splitting and checking
Greater load capacity
Longer spans
Won’t shrink
Stiffer

2.0E Microllam LVL Form Beams

Allowable Design Stresses
(Dry Use, 100% Load Duration)
Shear modulus of elasticity
Modulus of Elasticity
Flexural stress
Compression perpendicular to grain
Compression parallel to grain
Horizontal shear parallel to grain

G = 125,000psi
E = 2.0 x 10/6psi
Fb = 2,750psi
Fcl = 750psi
Fcll = 2,635psi
Fv = 285 psiv

H20 GIRDER

Product Range

Formwork beams H20 plus/ H20 Girder

Length: 190, 245, 250, 265, 275, 290, 300, 330, 360, 390, 450, 490, 590 cm Special lenghts possible up to 11.90 m

H20 plus: Protection cap possible up to 9m – over 9m only cut straight

H20: rounding with sealing possible up to 9m – over 9m only cut straight

Black thickness: 27 mm

Weight: 45 kg/ running meters

Allowable Values

Shear force Q=11kN
A support reaction A=22kN
Bending moment M=5kN

Caracteristic Limit

Lateral force Vk=23.9 kN
Contact resistence Rb,k=47.8 kN
Bending moment Mk=10.9 kNm
Rigidity I Et=450 kNm2

Monitoring as per M lt. EN13377

DIN V 20000-2

External monitoring by MPA Stuttgart

Nr. UZ-BWU03-I 14.24.40