Section Dimensions Mass Modulus of Section Moment of inertia Width Height Thickness Per pile Wall w h t s         mm mm mm mm kg/m kg/m2 cm3/m cm4/m JZ17-700 700 419.5 8.5 8.5 73.2 104.6 1731 36304 JZ18-700 700 420 9 9 76.7 109.5 1804 37894 JZ19-700 700 420.5 9.5 9.5 80.1 114.5 1878 39485 JZ20-700 700 421 10 10 83.6 119.4 1951 41076 JZ24-700 700 439 11 11 95.1 135.9 2432 53379 JZ26-700 700 440 12 12 102.5 146.5 2606 57329 JZ28-700 700 441 13 13 109.9 157 2779 61279 JZ36-700 700 499 17 11 118.1 168.8 3600 89826 JZ38-700 700 500 18 12 125.9 179.9 3800 95004 JZ40-700 700 501 19 13 133.7 191 3999 100184

 

Sheet pile in the JZ36-700 new target pricing JZ38-700 contract, HA tenders the project with JZ40-700. Only feasibility plans and selects a contractor. It directly and immediately impacts on our quality of life.

Hot rolled sheet pile burden of JZ 36-700 tendering will be JZ 38-700 kept to a minimum by avoiding JZ 40-700 the need. As far as possible, for detailed design work during the tender stage. Risk schedules will be developed with offer as part of the quality .
Assessment process JZ36-700 and also to JZ38-700 identify a fair allocation of risks to the JZ40-700 parties best able to manage them. Decisions JZ 36-700 about what JZ 38-700 we build today, how and JZ 40-700 with what it is built, and how it can be maintained, have very long term consequences.