SITUATION. A 5m high retaining wall with a vertical back face retains a homogeneous coarse- grained soil. The unit weight of the soil is 21 kN/m3. Laboratory tests showed that the undrained shear strength, cu of the clay is 17 kPa. Determine the depth of the tension crack in meters. 1.19 2.56 3.38 O 1.62 Previous Next >

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CE - 4510 HOMEVNORIK # O 40" - So00 psi २ ८० CHECK Asmin 4 Et >0.c05 FIND Mn 下 3° z8.s" 27 6-#10

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help! please write the correct answer. no long explanation needed! upvote will be given! Mechanics of Deformable Bodies Which letter is correct answer? A, B, C,.... J?

Q2/ Compute the Ground level of the points for the following readings: Points Station B.S I.S F.S H.I # 1 1.45 2 A 3 B 4 с 5 D 6 E F G H 10 I 11 J 12 K 789 8 2345 13 L 14 M ΙΣΖ 15 N 0.0 20 40 60 80 100 120 140 160 180 200 220 240 260 0.89 3.01 2.84 2.68 2.55 2.15 0.95 1.12 1.32 1.51 1.72 1.83 1.95 1.13 2.13 G.L m 50 Remarks B.M Start T.P.1 End

Please answer me as soon as possible, it is urgent my deadline is coming, thanks a lot 4. Explain the 4 methods in classifying piling systems.

Using the cut/fill data presented in this lecture, determine the total 1500 1000- Station 11 + 20 SY Station `16 + 20 Vol. = + 675 cu. yds P N 500 - overhaul cost between A' E' stations 0+00 and 9+60 using the method of D'V Station/ 9 + 60 Station 17 + 63 -500- moments -1000- B' C' -1500 8 12 16 20 Stations Cumulative Volume (cubic yards)

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A cantilever beam shown in the accompanying hgureis used to supporn a load acting on a halcony The deflection of the centerline of che heam ix gn by the following equation: 1/x + व)) 2427 where w dicributed load F mnduluof.didry tN/m) 7- kegih af tkhanfal Whar in the appopriate ut o epa of your work.