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Product detail: BTM formwork
BTM formwork
Description
Horizontal frame beam
Systems solutions
Table of use
MAXIMUM THICKNESS OF THE CONCRETE SLAB - Panel of 2440 x 1220 x 18 mm (L= 2440 mm)
Number of upper per panel
6 BEAMS (upper) X = 488 mm
5 BEAMS (upper) X = 610 mm
Slab thickness
52 cm
33 cm
MAXIMUM THICKNESS OF THE CONCRETE SLAB - Distance between lower chord = Y
Number of upper per panel
Y= 2100
Y= 2700
Y= 3000
6
93 cm
32 cm
21 cm
5
72 cm
24 cm
15 cm
MAXIMUM THICKNESS OF THE CONCRETE SLAB - Z= 3 struts (1.5 m each)
Number of upper per panel
Y= 2100
Y= 2700
Y= 3000
6
62 cm
47 cm
42 cm
5
59 cm
44 cm
39 cm
MAXIMUM THICKNESS OF THE CONCRETE SLAB - Z= 4 struts (1 m each)
Number of upper per panel
Y= 2100
Y= 2700
Y= 3000
6
112 cm
86 cm
76 cm
5
87 cm
66 cm
59 cm
Lower Chord Beams = 3 m on 3 or 4 struts.
Building projects completed using this product:
Tom Brasil
Jequitimar Hotel Complex
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