Section | Dimensions | Section area | Mass | Moment of inertia |
Modulus of section |
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Width | Height | Thickness | Pile | Wall | |||
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w | h | t/s | |||||
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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.