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Home » Technical Libirary » Industry knowledge » MMU40-1,MMU40-2,MMU43-1, MMU46-1 Sheet piles

MMU40-1,MMU40-2,MMU43-1, MMU46-1 Sheet piles

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Sheet pile MMU35-1 or MMU35-2 is the key factor in the design of MMU37-1 wall. Notice that for the sun facing wall, the temperature behind the panel may be higher than the air MMU35-1 temperature. The equipment system and its use should be in accordance with the following provisions. A single sheet piles for sale default reduction coefficient should not be used under harsh soil conditions.


Ensuring the overturning and sliding power of basic resistance on walls requires complex engineering evaluation. The effective design temperature is defined as the temperature between MMU35-2 and the average daily temperature and the normal temperature of the hottest month on the wall. The operation of positioning devices should make employees unable to fall more than 2 feet (0.61 meters) freely. Proper site investigation and analysis should be carried out for any retaining wall installation.  This situation should be considered when evaluating design temperature, especially for walls under warm and sunny climate.


The connector shall be MMU40-1 or MMU40-2 steel plate, forged steel, pressed steel or shaped steel, or made of the same material. The connector should have a corrosion resistant surface. Although the required depth is small, the battery wall is usually the primary consideration in the company, but the vertical vertical wall has the advantage that it should not be ignored during the engineering analysis. In addition to the backfilling of the wall, the surface of the MMU 46-1 should be evaluated, especially if the surface stability depends on the strength of the surface geosynthetics, that is, the strengthening of the geosynthetics is mainly connected between the MMU40-1 wall and the veneer. A careful analysis of a given case will sometimes show that a vertical wall in Cebu has the same depth as the wall, which is enough in structure Z55 Z60 Z65 Z70 Z75 Z Series sheet piling. The positioning device should be anchored at the anchorage where it can withstand a staff fall or 3000 pounds (13.3 kilorn) MMU40-2 potential impact load at least two times.


SectionDimensionsSection areaMassMoment of inertiaModulus of section


WidthHeightThickness
PileWall


wht/s





mmmmmmcm2/mkg/mkg/m2cm4/mcm3/m
MMU5-16001509.5119.7556.4943825510
MMU5-260015010126.1159.4994050540
MMU6-1600280689.642.270.338960640
MMU7-1600300693.424473.3310350690
MMU7-2600340698.0946.27712665745
MMU7-3600360699.5846.978.1713320740
MMU8-16003406.5103.3448.781.1713260780
MMU8-26003257109.9851.886.3313406825
MMU8-3600355711353.48914821835
MMU8-4750320687.151.368.413200825
MMU9-16003606.510549.582.516920940


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