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Connectors



Section H B a ax Suitable
king pile
Sectional
area
Mass Moment
of
inertia
Elastic
section
modulus
Coating
area
y-y z-z y-y z-z
mm mm mm mm cm2 kg/m cm4 cm4 cm3 cm3 m2/m
RZD 16 61.8 79.5 - 31.2 HZ 575 A-B-C
HZ 775 A-B
HZ 975 A-B
20.6 16 57.8 90.8 18.5 21.7 0.18
RZU 16 61.8 79.5 - 37.7 HZ 575 A-B-C
HZ 775 A-B
HZ 975 A-B
20.6 16 69.6 90.7 18.4 21.3 0.19
RZD 18 67.3 84.0 - 35.4 HZ 575 D
HZ 775 C-D
HZ 975 C-D
22.9 18 79.5 106.5 22.4 24.1 0.19
RZU 18 67.3 84.0 - 41.4 HZ 575 D
HZ 775 C-D
HZ 975 C-D
22.9 18 94.6 106.3 22.8 24.1 0.20
RH 16 61.8 68.2 12.2 32.4 HZ 575 A-B-C
HZ 775 A-B
HZ 975 A-B
20.4 16 82.7 56.4 25.5 16.6 0.20
RH 20 67.3 79.2 14.2 36.4 HZ 575 D
HZ 775 C-D
HZ 975 C-D
25.5 20 122.8 90.6 33.7 22.9 0.22