C1 Combination
DESCRIPTION

C1 combination wall is an example of a continuous wall of HZ king piles without infill sheet piles. The reference indicates each element has one king pile with one connector. It is possible to construct a C23 combination wall with two king piles and three connectors, refer to HZM catalogue link for further details.

 

Section Dimensions Properties per m of wall
Sectional Mass Section Modulus* Moment of inertia
v1
mm
v2
mm
v3
mm
Area
cm2/m
kg/m2 edge of beam cm3/m edge of connector cm3/m cm4/m
HZ 880M A 379.9 423.5 414.3 662.1 519.8 19 150 19 575 811 010
HZ 880M B 384.3 423.1 416.7 727.6 571.1 20 865 21 185 882 820
HZ 880M C 387.1 424.3 417.5 758.1 595.1 22 000 22 360 933 600
HZ 1080M A 500.9 546.5 535.3 835.9 656.2 29 330 29 940 1 602 720
HZ 1080M B 505.6 547.8 537.1 885.1 694.8 31 775 32 410 1 740 470
HZ 1080M C 510.6 548.8 539.0 970.7 762.0 34 625 35 255 1 900 270
HZ 1080M D 515.9 551.5 540.3 1040.9 817.7 37 330 38 100 2 058 680
HZ 1180M A 520.9 554.5 541.3 1096.3 860.6 39 250 40 210 2 176 560
HZ 1180M B 524.5 554.9 543.0 1132.6 889.1 41 140 42 040 2 282 550
HZ 1180M C 522.8 560.6 542.1 1197.6 940.1 43 355 44 835 2 430 450
HZ 1180M D 527.9 559.5 545.2 1251.5 982.4 45 530 46 735 2 547 690

* Elastic section modulus of the combination is calculated and provided on the basis of both the extreme fibre of the king pile flange and the extreme fibre of the connector.