Slabs_ST50 BOARD
ART.
DIM. MM
KG
5000x2500
537.0
5000x2000
449.0
4000x2500
432.0
4000x2000
361.0
TECHNICAL CHARACTERISTICS
ART.
DIM. MM
KG
ART.
DIM. MM
KG
2300 1500 750
22.3 16.2 9.5
ST50 TABLE FOR SLABS COMPLETE K51S50525 N° 4 beams PL20 of 490 N° 11 beams PL of 250 N° 22 beam clamps PL20 N° 10 yellow panels 50x250 K51S50525 N° 4 beams PL20 of 490 N° 11 beams PL of 200 N° 22 beam clamps PL20 N° 8 yellow panels 50x250 K51S50425 N° 4 beams PL20 of 390 N° 9 beams PL of 250 N° 18 beam clamps PL20 N° 8 yellow panels 50x250 K51S50420 N° 4 beams PL20 of 490 N° 11 beams PL of 200 N° 22 beam clamps PL20 N° 7 yellow panels 50x250
HOT GALVANIZED OUTER RING NUT PROPS ACCORDING TO EN1065 REGULATION 51D30FEZC load 20 kN (class D) ø inn. 48.3 - ø out. 60.0 51D35FEZC load 20 kN (class D) ø inn. 63.0 - ø out. 76.0 51D45FEZC load 20 kN (class D) ø inn. 63.0 - ø out. 76.0 51E30FEZC load 30 kN (class E) ø inn. 63.0 - ø out. 76.0 51E35FEZC load 30 kN (class E) ø inn. 63.0 - ø out. 76.0
380
SLABPROP ALUMINIUM PROPS
1700-3000
16.0
2000-3500
23.0
2500-4500
30.0
1700-3000
23.5
2000-3500
27.0
50301824 load 40 kN 50302036 load 40 kN 50302440 load 40 kN 50303652 load 40 kN
SLABPROP CONNECTION FRAME 2020-2640
15.5
2020-3620
19.6
2400-4000
21.1
3600-5200
25.8
50623050 50615050 50607550
Accessories and spare parts on page 424
TECHNICAL CHARACTERISTICS
ART.
DIM. MM
Company | Projects | Products
KG
ART.
DIM. MM
PL20 ROTATING CONNECTING SUPPORT PROP/BEAM COMPLETE
PL20 FIX CONNECTING SUPPORT PROP/BEAM COMPLETE
51S50110 N° upper frame N° 1 fix frame bracket N° 1 mobile frame bracket N° 4 nut M12 N° 4 wing nut S19
51S50120 242x240x450 H N° 1 upper frame N° 1 bottom frame N° 1 prop support N° 4 nut S19 N° 4 screw M10x50 UNI 5739 N° 4 washer 10x18 UNI 6592 N° 4 nut M10 UNI 5588
455x257x800 H
30.0
T28 GUARDRAIL POST 7.3
3300 3900 4900 5900
15.2 18.0 22.5 27.2
51S50410
DIM. MM
KG
1430
8.6
3689
300.0
FOLDING GUARDRAIL POST 11.3
PL20 BEAMS CLAMP 1500
ART.
51S50310
TABLE TRANSPORTATION FORK -
0.7
51S50700
Formworks for slabs
463400
KG
PL20 WOODEN BEAM 511330 511390 511490 511590
40
120 200
40
admissible bending moment M= 5 kNm admissible shearing stress T= 11 kN moment of inertia Jx= 4613 cm4 section modulus Wx= 461 cm3 weight G= 4.6 kg/m
30 80
381