Section Width
w Height
h Thickness
t/s Section Area Weight Weight Modulus of section Moment of inertia   mm mm mm cm² kg/m kg/2 cm³/m cm⁴/m MHZ12-1 770 343.5 8.6/8.5 120.8 72.8 94.5 21496 1252 MHZ12-2 700 314.2 8.6/8.5 123.5 67.9 97 18971 1208 MHZ13-1 770 344 9.1/9 126.5 76.2 99 22433 1304 MHZ13-2 700 315.2 9.6/9.5 135 74.2 105.9 20611 1308 MHZ14-1 770 344.5 9.6/9.5 132.2 79.6 103.4 23370 1357 MHZ14-2 700 316.2 10.6/10.5 146.4 80.5 114.9 22262 1408 MHZ17-1 700 420 8.5/8.4 132.8 73.3 104.7 36425 1735 MHZ17-2 630 374 8.5/8.5 141.2 69.8 110.8 31300 1675 MHZ18-1 700 420.5 9.1/9 139.1 76.7 109.6 38001 1807 MHZ18-2 630 375 9.5/9.5 153.7 76 120.7 33860 1805 MHZ19-1 700 421 9.6/9.5 145.4 80.2 114.6 39578 1880 MHZ19-2 630 376 10.5/10.5 172.7 82.2 130.5 36410 1935 MHZ20-1 700 421.5 10.1/10 151.7 83.7 119.5 41155 1953 MHZ20-2 630 377 11/11 172.7 85.4 135.6 377320 2005 MHZ24-1 700 459 12/9 162.9 89.5 127.9 55870 2435 MHZ24-2 700 459.2 11.3/11.2 174.4 95.8 136.9 55949 2437 MHZ26-1 700 460 13/10 176 96.7 138.1 59810 2600 MHZ26-2 700 460.2 12.3/12.2 187.4 103 147.1 59843 2601 MHZ27-1 700 460.7 12.8/12.7 193.6 106.4 152 61641 2676 MHZ28-1 700 461 14/11 189.1 103.9 148.4 63750 2765 MHZ28-2 700 461.2 13.3/13.2 200.4 110.1 157.3 63740 2764 MHZ36-1 700 499.2 15.1/11.2 216.1 118.7 169.6 89753 3596 MHZ38-1 700 500.2 16.1/12.2 230.2 126.5 180.7 94984 3798 MHZ40-1 700 501.2 17.1/13.2 244.4 134.3 191.8 100219 3999 MHZ42-1 700 499.2 18.1/14 260.2 143 204.2 105453 4228 MHZ44-1 700 500.2 19.1/15 274.3 150.7 215.3 110942 4436 MHZ46-1 700 501.2 20.1/16 288.5 158.5 226.5 116159 4635 MHZ48-1 700 503.2 22.1/15 290 159.3 227.6 120467 4788 MHZ48-2 580 482 19.2/15.1 307.2 139.9 241.1 115712 4801 MHZ50-1 700 504.2 23.1/16 303.4 166.7 238.2 125358 4973 MHZ52-1 700 505.2 24.1/17 317.2 174.3 249 130403 5162

 

Separate descriptions of Philippine sheet pile MHZ20-1 possible construction MHZ20-2 methodologies for each of these MHZ24-1 marine facilities will be provided. The construction methodologies will be developed with consideration of minimizing the potential for environmental disturbance. The LNG Jetty has been MHZ 20-1 divided into two main components consisting of the Suspension Bridge which MHZ 20-2 Flora Bank, and the Trestle and Berth Structures which make up the balance of the overall LNG Jetty.

Steel sheet piles MHZ24-2 Suspension Bridge is MHZ26-1 approximately 1,100 m long and is the closest jetty section MHZ26-2 to the shore. Since the Suspension Bridge spans over Flora Bank, it effectively avoids any form of marine foundations within Flora Bank. The Trestle section of the jetty and the Berth Structures are MHZ 24-1located in deeper waters and are comprised of pile-and deck construction. Because of the inherently different structures used for the two Jetty components, the construction methodologies will be MHZ 24-2 divided between the Suspension Bridge and the Trestle/ Berth Structures.

The Suspension Bridge component will be MHZ 26-1 further divided between the bridge’s superstructure and MHZ 26-2 the bridge’s marine foundations consisting of the Southwest Tower and Southwest Anchor Block. A comparison will be drawn between viable methods for constructing the Trestle and Berth Structure component.