Grand Steel Piling
/ Knowledge /Hoesch Z Type Sheet Piles

Hoesch Z Type Sheet Piles

Z type sheet pile is normally used as anchoring structure, and the strength calculation is the same with that of sheet pile wall. In other words, in case of hot rolled Z type sheet piles, the value obtained by multiplying calculated standard load value by comprehensive partial load factor shall be less than or equal to the design value specified in the Code. In case of reinforced concrete member, the comprehensive partial load factor for checking calculation of strength shall take 1.cracking calculation and crack width calculation, comprehensive partial load factor shall take 0.85.

Anchoring wall usually employs a continuous structure. The calculation could be made by the method as used for continuous beam with multi-span rigid support by taking Z type sheet pile pull force RA as support reaction; continuous beam could be arranged at the middle (v tical) of wall. Rer A here should be obtaine by multiplying standard valued of load by non-uniformity coefficient = 1.35 of pull force of pull rod, i.e. RA= RA=1.35RA

If anchoring board is in continuous form, the calculation would be the same with that of hot rolled Z type sheet pile. If several pull rods share one board, the calculation about beam shall be made as continuous beam with multi-span rigid support, and the board surface shall be calculated according to cantilever plates at both ends. When one pull rod corresponds to one board, if nose girder is provided, the calculation of both girder and board shall be made as cantilever plate; in case there is no beam, checking calculation of punching shall be made besides the plate, and the accessories of pull rod hole shall be provided with strengthening rib.

Horizontal shift of anchoring wall or board could be implemented according to relevant specifications. The calculation of length and internal force of anchored single pile and sheet pile could be made by the method as employed in calculation about sheet pile wall without anchor under the effect of centralized horizontal force Ra.
Hoesch Z type sheet piles were produced by Thyssencrupp.

Sheet Pile Dimensions

Type Width Height Back Web Weight Weight Section
Modulus
Moment
ofInertia
mm mm mm mm kg/m kg/m2 cm3 cm4
Hoesch 1706 675 380 8,7 8,4 74,8 110,8 1148 32300
Hoesch 1806 675 380 9,5 9,3 79,3 117,5 1215 34200
Hoesch 1856 K 675 380 10,1 10,0 83,5 123,7 1256 35340
Hoesch 1906 675 380 10,4 10,3 85,3 126,3 1283 36200
Hoesch 3406 675 485 13,5 10,8 112,1 166,1 2308 82940
Hoesch 3506 675 485 14,0 11,4 115,9 171,7 2363 84880
Hoesch 3606 675 485 14,5 12,0 119,5 177,0 2370 87300
Hoesch 3706 675 485 15,1 12,7 124,1 183,9 2497 89730
Hoesch 3806 675 485 15,5 13,2 127,2 188,5 2498 91665
Hoesch 1105 575 260 8,8 8,8 58,1 101,0 633 14300
Hoesch 1205 575 260 9,5 9,5 61,5 107,0 655 14800
Hoesch 1205 K 575 260 10,2 10,2 64,7 112,0 690 15600
Hoesch 1255 575 260 10,8 10,8 67,9 118,0 719 16250
Hoesch 1605 575 350 9,2 8,1 61,5 107,0 920 28000
Hoesch 1705 575 350 10,0 9,0 66,7 116,0 989 30100
Hoesch 1705 K 575 350 9,5 9,5 67,3 117,0 978 29750
Hoesch 1805 575 350 10,8 9,9 71,9 125,0 1035 31500
Hoesch 2305 575 350 11,5 8,4 81,8 142,3 1334 40600
Hoesch 2405 575 350 12,1 9,0 85,1 148,0 1380 42000
Hoesch 2505 575 350 12,5 9,5 87,4 152,0 1426 43400
Hoesch 2555 K 575 350 12,8 10,0 89,1 155,0 1460 44450
Hoesch 2555 575 350 13,0 10,0 90,9 158,0 1466 44625
Hoesch 2605 575 350 13,3 10,3 93,3 162,3 1495 45500

Live Draw HK Judi Online Judi Slot Online Jackpot Terbesar Situs Judi Slot Online Terpercaya 2020 Slot Bonus New Member Situs Slot Gacor Slot Online Bandar Togel dan Slot Slot Judi Onlain Slot Gacor Link Judi Onlain Situs Judi Onlain Daftar Situs Judi Slot Online Terpercaya Gacor Slot Slot Gacor Hari Ini Togel Terpercaya Judi Onlain Slot Situs Judi Online Space Togel Judi Slot Online Bandar Judi 4D