Grand Steel Piling
/ Knowledge /MMU20-4,MMU20-5,MMU20-6,Philippines sheet piling,MMU21-1,MMU21-2, MMU22-1,MMU23-1,MMU23-2,MMU25-1,MMU25-2,MMU25-3

MMU20-4,MMU20-5,MMU20-6,Philippines sheet piling,MMU21-1,MMU21-2, MMU22-1,MMU23-1,MMU23-2,MMU25-1,MMU25-2,MMU25-3

 

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

 

Philippines sheet piling MMU20-4 and MMU20-5 are easy to install in MMU20-6 difficult or restrictive MMU21-1 conditions, have a lower initial cost and reduce maintenance expenses. The location of the zone of maximum horizontal soil stress for wall systems with inextensible and extensible soil reinforcement, which forms the boundary between the active and resistant zones and which is assumed to be the failure surface for internal stability. Hardware shall be drop forged, pressed or formed steel, or made of materials MMU20-4 equivalent in strength. They also have greater strength and stability, are installed without expensive equipment and can be rapidly assembled with unskilled crews. For all wall systems, the zone of maximum horizontal soil stress shall be assumed to MMU 25-3 begin at the back of the facing elements at the toe of the wall.

 

Regan Industrial Sales, Inc. (RISI) shall be MMU20-5 smooth to prevent damage to the attached body harness or lanyard. CONTECH Bin-Walls gain stability from the weight of the fill material plus the weight of the steel structure MMU 25-2 itself. For wall systems with extensible soil reinforcement, the zone of maximum horizontal soil stress, as defined by the MMU20-6 angle,y , from horizontal, should be determined using the Coulomb theory.

 

When vertical lifelines (droplines) are used, not more than one employee shall be attached to any one lifeline. But unlike most other MMU 25-1 types of walls, they are flexible and adjust themselves to minor ground movement without cracking.. Hardware shall have a corrosion resistant finish. Closed construction All four sides of each CONTECH Bin-Wall cell are composed of overlapping MMU21-1 steel members. In applying the Coulomb theory, the back of the wall facing elements shall be assumed to be the pressure MMU 23-2 surface and, d , the wall friction angle shall be assumed equal to, b , or ,B, where,b , Philippine equals the slope of the backfill surface behind the wall face and, B, is the notional slope of the MMU21-2 backfill associated with a broken back backfill surface behind the wall face.

 

Sheet piles MMU21-2 in the following MMU22-1 items are based on a MMU23-1 and MMU23-2 total combined MMU 23-1 weight of employee and tools of no more than 310 pounds. Bolted together, they form an integral structure. Lanyards shall have a minimum tensile strength of 5,000 pounds (22.2 kN). The minimum effective pullout length shall be 3 feet. Because the face of a CONTECH Bin-Wall is fully MMU 22-2 enclosed, you are protected against loss of fill material. Horizontal lifelines shall have a tensile strength capable of supporting a fall impact load of at least 5,000 pounds (22.2 kN) per employee using the lifeline, applied anywhere along the lifeline. This contrasts with crib-type retaining MMU 22-1 wall construction through which fill material can escape, weakening the structure. Internal stability shall be used in the determination of pullout resistance.

 

Vertical lifelines (drop lines) shall have a minimum tensile strength of 5,000 pounds (22.2 kN), except that self-retracting lifelines and lanyards that automatically limit free fall distance to two feet (.61 m) or less shall have a minimum tensile strength of 3,000 pounds (13.3 kN). Concentrated surcharge loads shall be considered in the determination of the location of the zone of maximum horizontal MMU22-1 soil stress. Versatility CONTECH Bin-Walls can be readily adapted for mmu 21-1 installation on curves by shortening the horizontal stringers as needed to shorten either the front or rear wall face. Full body harness systems shall be secured to anchorages MMU23-1 capable of supporting 5,000 pounds per employee; except when self-retracting lifelines or other deceleration devices are MMU23-2 used which limit free fall to two feet, anchorages shall be capable of withstanding 3,000 pounds.

 

The rugged modular look and strong horizontal lines of CONTECH Bin-Walls blend well with most MMU25-1 environments. If combined weight is more than 310 pounds, appropriate allowances must be made or the MMU 20-6 system will not be deemed to be in compliance. The standard galvanized surface weathers gradually to a softer gray.All components of body harness systems whose strength is not MMU25-2 otherwise specified in this subsection shall be capable of supporting a minimum fall impact load of 5,000 pounds (22.2 kN) applied at the lanyard point of connection.

 

Regan Industrial Sales, Inc. (RISI) shall provide a minimum MMU25-1 or MMU25-2 factor of safety against MMU25-3 Philippine pullout equal to 1.5 as determined by the MMU 20-5 following equation. Snap hooks shall not be connected to loops made in webbing type lanyards. Snap hooks shall not be connected to the webbing of the lanyard unless designed to do so. In the determination of the vertical soil MMU25-3 stress at each level of soil reinforcement, only permanent loads should be considered. Not more than one snap hook shall be connected to any D-ring. Lanyards shall not MMU 20-4 be attached directly to a retractable device. x. System components shall be compatible.