Ulma ENKOFORM VMK - Tables; 5.2.1 WALER MK-120

ENKOFORM VMK
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ENKOFORM VMK
5.2. TABLES
5.2.1 WALER MK-120
When placing the PANELS, TIE RODS are used to join a PANEL with the one in front of it. The maximum working
load of the TIE RODS is 90 kN (tension axis).
The suggested distribution of TIE RODS 15 in standard PANELS is shown in the next table:
MK-120 waler type
Gap between TIE RODS
15 [mm]
Maximum deflection in
span[mm]
Maximum deflection in
cantilever. [mm]
Max. working load in the
WALER [kN/m]
Working load in the TIE
ROD 15 [kN]
1.125
0.05 0.04 160 90
1.375
0.40 -0.12 131 90
1.625
0.20 1.05 110.8 90
1.875
-0.04 0.63 96 90
2.375
-0.17 0.84 75.8 90
2.375
-0.05 0.87 87.3 90
2.625
-0.05 0.85 87 90
3.125
0.12 0.65 83.7 90
3.625
0.45 0.25 79.3 90