a ... 300 mm (1'-0")
b ... 3475 mm (11'-5")
c ... 3775 mm (12'-4 ½")
Max. reaction loads per main beam:
|
Loading |
0 |
2000 kg (4409 lbs) |
3000 kg (6613 lbs) |
4000 kg (8818 lbs) |
5000 kg (11000 lbs) |
|---|---|---|---|---|---|
|
Vertical load V1,K |
19.8 kN (4.5 kip) |
46.6 kN (10.5 kip) |
60.1 kN (13.5 kip) |
63.4 kN (14.3 kip) |
65.9 kN (14.8 kip) |
|
Vertical load V2,K |
6.4 kN (1.4 kip) |
17.6 kN |
23.3 kN (5.2 kip) |
23.7 kN (5.3 kip) |
25.8 kN (5.8 kip) |
|
Horizontal load HK |
18.8 kN (4.2 kip) |
||||
|
|
NOTICE Use reaction loads in the same way for the ‘anchored through the slab’ fixing option. |
a ...300 mm (1'-0")
b ...3680 mm (12'-1")
c ...3980 mm (13'-¾")
.