Grand Steel Piling
/ Knowledge /MMU17-1-2-3-4-18-1-2-3-20-1-2-3-Merlion-metals-sheet-pile

MMU17-1-2-3-4-18-1-2-3-20-1-2-3-Merlion-metals-sheet-pile

 

 

Section Dimensions Section area Mass Moment
of inertia
Modulus
of section

 

Width Height Thickness   Pile Wall    

 

w h t/s          

 

mm mm mm cm2/m kg/m kg/m2 cm4/m cm3/m
MMU5-1 600 150 9.5 119.75 56.4 94 3825 510
MMU5-2 600 150 10 126.11 59.4 99 4050 540
MMU6-1 600 280 6 89.6 42.2 70.33 8960 640
MMU7-1 600 300 6 93.42 44 73.33 10350 690
MMU7-2 600 340 6 98.09 46.2 77 12665 745
MMU7-3 600 360 6 99.58 46.9 78.17 13320 740
MMU8-1 600 340 6.5 103.34 48.7 81.17 13260 780
MMU8-2 600 325 7 109.98 51.8 86.33 13406 825
MMU8-3 600 355 7 113 53.4 89 14821 835
MMU8-4 750 320 6 87.1 51.3 68.4 13200 825
MMU9-1 600 360 6.5 105 49.5 82.5 16920 940
MMU9-2 600 330 7.5 120.6 56.8 94.7 15097 915
MMU9-3 750 320 7 101.74 59.9 79.9 15120 945
MMU10-1 600 370 7 114.44 53.9 89.8 19610 1060
MMU11-1 600 380 7.5 123.35 58.1 96.8 22230 1170
MMU11-2 600 360 8 131.6 62 103.3 19980 1110
MMU12-1 600 380 8.5 140.3 66.1 110.17 22800 1200
MMU12-2 600 310 9 137.6 64.8 108 18600 1200
MMU12-3 600 310 9.5 144.6 68.1 113.5 19220 1240
MMU12-4 500 360 8 144 56.5 113 20790 1155
MMU12-5 700 440 7.5 123 67.6 96.57 26620 1210
MMU12-6 600 360 9 148.6 70 116.7 22248 1236
MMU12-7 450 360 10 184 65 144.4 22482 1249
MMU13-1 675 420 7.5 124 65.6 97 27090 1290
MMU13-2 600 310 10 152.9 72 120 19530 1260
MMU13-3 500 355 9 154.6 60.7 121.4 22454 1265
MMU13-4 700 440 8 131.2 72.1 103 28600 1300
MMU13-5 700 400 10 159.8 87.8 125.4 26800 1340
MMU13-6 500 340 10 167.9 65.9 131.8 22100 1300
MMU13-7 600 360 10 163.5 77 128.3 22590 1255
MMU13-8 575 360 10 165.9 74.9 130.3 24225 1347
MMU14-1 750 445 8 132 77.8 103.7 31372 1410
MMU14-2 675 435 8 133.2 70.6 104.5 30559 1405
MMU15-1 675 420 8.5 142 75.3 112 31920 1250
MMU15-2 500 360 10 176.6 69.3 138.6 26280 1460
MMU16-1 750 440 9 146.4 86.2 115 35310 1605
MMU16-2 400 290 11.5 203.8 64 160 22693 1565
MMU16-3 600 380 9.5 156.7 73.8 123 30400 1600
MMU16-4 700 450 9 151 83 118.6 36000 1600
MMU16-5 650 480 8 142.68 72.8 112 39120 1630
MMU17-1 750 430 9.5 151 89.1 119 35902 1670
MMU17-2 500 420 12 224 88 176 34860 1660
MMU17-3 650 480 8 140 71.5 110 29840 1660
MMU17-4 600 440 8.5 154 72.5 121 36850 1675
MMU18-1 750 460 9 150.3 88.5 118 40940 1780
MMU18-2 400 310 12 220.7 69.3 173.25 27668 1785
MMU18-3 600 430 9.5 165.4 77.9 129.8 38700 1800
MMU20-1 750 460 10 164.4 96.8 129 46115 2005
MMU20-2 600 440 10 177 83.5 139 44440 2020
MMU20-3 600 450 10.5 185 87.5 145.8 45675 2030
MMU20-4 500 450 10 197.5 77.5 155 45000 2000
MMU20-5 750 480 10 167.3 98.5 131.3 49440 2060
MMU20-6 650 540 8 150.1 76.6 117.8 56025 2075
MMU21-1 750 480 10 169.3 99.7 133 49920 2080
MMU21-2 600 480 9.5 173.9 81.9 136.5 49440 2060
MMU22-1 600 500 10 186.6 87.9 146.5 55000 2200
MMU23-1 750 480 10.5 173.4 102.1 136.1 54600 2275
MMU23-2 650 540 9 168.7 86.1 132.5 62640 2320
MMU25-1 750 470 11.5 188.2 110.8 147.7 58750 2500
MMU25-2 600 440 11.5 200 94.2 157 55000 2500
MMU25-3 500 420 12 223 88.8 177.6 52500 2500
MMU26-1 750 451 12 192 113.2 151 58179 2580
MMU26-2 500 430 12.5 236 92.7 185.4 54825 2550
MMU26-3 650 540 10 186.2 95 146.1 69120 2560
MMU27-1 600 470 11.5 206.8 97.4 162.3 62980 2680
MMU28-1 600 480 12 216 101.9 169.8 68160 2840
MMU30-1 500 420 14 262 103 206 63840 3040
MMU32-1 600 452 14 244 114.9 191.5 72320 3200
MMU32-2 600 520 13 242 114 190 83200 3200
MMU32-3 750 605 11 204 120 160 95893 3170
MMU32-4 700 560 12 222 122 174 90860 3245
MMU35-1 700 560 13 240 132 188 97944 3498
MMU35-2 750 608 12 226 133 177 105336 3465
MMU37-1 750 610 13 243 143 191 114344 3749
MMU40-1 750 610 14 263 155 207 123373 4045
MMU40-2 700 560 15 280 154 220 111300 3975
MMU43-1 750 610 15 283 167 223 132309 4338
MMU46-1 750 615 16 302 178 237 142834 4645

 

Merlion Metals sheet pile MMU17-1 or MMU17-2 would not be introducing a MMU17-3 new standard for MMU17-4 port-financed construction. A qualified person(s) shall provide training required by this section. But a policy would help maintain job standards, link those jobs to local residents, and MMU17-1 level the playing field for contractors who want to pay their workers decent wages. For the determination of the horizontal forces and pullout resistance within the reinforced soil mass for permanent or temporary MSE walls, a friction angle of 34 may be assumed for the reinforced MMU17-2 soil mass. The Contractor shall provide a training program for all personnel exposed to fall hazards.The correct procedures for erecting, maintaining, disassembling, and inspecting the fall protection systems to be used. Moreover, middle-class construction career MMU 20-3 opportunities have the potential to benefit the local economy and some of L.A..

 

Backfill for the reinforced soil mass shall consist of material free from organic material and substantially free of shale or other MMU17-3 soft, poor durability particles and shall not contain slag aggregate or recycled materials such as glass, shredded tires, portland cement concrete rubble, asphaltic concrete rubble or other unsuitable material, and shall conform to the following requirements:The attachment MMU17-4 point of the body harness shall be located in the center of the wearer's back near shoulder level, or above the wearer's head. poorest communities, as increased MMU18-1 wages raise demand for goods and services provided by local businesses, and create jobs. Where, D sh , is the horizontal soil stress at the level of soil reinforcement under consideration due to concentrated horizontal surcharge loads, bt , is the width of the tributary area and,ht , is the height of the tributary area. The program shall include training MMU 20-2 Philippine and instruction in the following areas. Those with barriers to employment stand to gain skills that will provide a pathway to self sufficiency.

 

Sheet piling MMU18-1 or MMU18-2 is generally equal to the panel MMU18-3 width or a multiple of the MMU20-1 panel width. The recognition and identification of fall hazards in the work area; Even during the apprenticeship program, workers will see significant boosts in their income. The use and operation of MMU18-2 guardrail systems (including perimeter safety cable systems), personal fall arrest systems, positioning device systems, fall restraint systems, safety net systems, and other protection to be MMU 18-3 used. The height of the tributary area depends on the location of the level of soil reinforcement under consideration. All together 1,370 disadvantaged residents and their families stand to increase their spending power by $72 million MMU 20-1 during the course of their apprenticeship program due to this policy. The procedures for the prompt, safe removal of injured workers or those suspended as a result of a fall. For the top level of soil reinforcement, ht , equals the distance from the top of wall to the level of soil reinforcement plus one half the distance to the next lower level of soil reinforcement.

 

Gravity-Type Retaining Walls Contech® Bin-Walls are a system of adjoining closed-faced bins that are each 10-feet MMU18-3 wide. The bottom of the wall is generally considered to be the level of the top of leveling pad under the face of the wall. The procedures to be MMU 18-2 followed to prevent falls to lower levels and through or into holes and openings in walking/working surfaces and walls; and e. They are composed of sturdy, lightweight steel members that are easily bolted together at the MMU 18-1 job site. Backfilled with reasonable care, they transform the soil mass into an economical gravity-type retaining wall. The fall protection requirements of this Manual. Training of employees is required and shall be documented and available at the job site. For intermediate levels of soil reinforcement, ht , equals one half the distance to the next higher level of MMU 17-4 soil reinforcement plus one MMU20-1 half the distance to the next lower level of soil reinforcement. Because this unique design allows the Bin-Walls to flex against minor, unforeseen ground movements that might damage or destroy rigid-type walls. All safety lines and lanyards shall be protected against being cut or abraded.

 

MMU20-2 or MMU20-3 wall is considered the Philippine port level at which the finished grade intersects the back of the wall face.They have been recognized worldwide for over 60 years as economical and effective retaining walls. For the bottom level of soil reinforcement, ht , equals one half the distance to the next higher level of soil MMU20-2 reinforcement plus the distance to the bottom of MMU 17-3 wall. Fall arrest protection shall consist of one or more of the following: 1. Full body harness system. l Gain right-of-way on highway and railroad projects by either supporting part of the road or holding back an encroaching slope. An approved Class III full body harness MMU 17-2 shall be used. l Create usable flat areas on municipal, industrial and commercial sites that otherwise would be MMU20-3 wasted slopes. Body harness systems or components subject to impact loading shall be immediately removed from service and shall not be used again for employee protection. The vertical soil stress, sv , and the lateral earth pressure coefficient , Kr , shall be MMU 17-1 determined in accordance, for inextensible and extensible soil reinforcement respectively.

 

Body harness systems shall be rigged to minimize free fall distance with a MMU20-4 maximum free fall distance allowed of 6 feet, and such that the employee will not contact any lower level.