Details of an anchored sheet pile wall are given in Figure 3. The ties are spaced at 2m centers. The saturatedunit weight of soil is 18kN/m². Characteristic soil parameters are c=0, '=30°.a) Determine the force in each tie rod for a factor of safety of 2.b) Calculate the maximum moment acting on the sheet pile and determine the design moment usingRowe Moment Reduction.Figure 3.T6.0m7.0mSurcharges q-10 kN/m²1.5 mTGWT

GivenSoil and Structural Parameters:Soil unit weight (γ) = 18 kN/m³Soil friction angle (ϕ) = 30°No…

Answered: Details of an anchored sheet pile wall…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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The plan of a flexible circular loaded area is shown. The uniformly distributed load on the flexible area, q, is (100 + last 2 digits of your ID number) kN/m². Determine the increase in the vertical stress, depth of z = 4 +0.01(last 2 digits of your ID number) m below. - 4m A Plan A
2. A dam consists of continuous flat-plat barriers whose masses are negligible. Supporting struts A, B, C and D are placed every 3 metres along the dam structure. A mud sample drawn up to the surface has a density of 1.6 Mg/m³. Determine the force in struts Cand D. All joints can be assumed to be hinged. FRESH WATER 3m B D MUD 3m A 3m
Ex Find Disc hange and mea shear stress in channel show has slop 1:2000 and 3.0
2. Assuming a sheet pile wall is constructed to retain 12.5m of soil, as shown in Figure 2, and the water is 2m above the bottom of wall, compute the resultant lateral force acting on the upper12.5m of the sheet- pile wall. Assume a surcharge load of 6.7kN/m2 and consider tension cracks in your calculation. 5m Sandy clay c=25KN/m², =10°, y=18KN/m³ 7.5m Silt c=10KN/m², 0=15°, y=20KN/m³ Sand =35°, y=19KN/m³ Figure 2
2. Solve the following problem Determine the maximum torque T that can be resisted by two shafts with a circular section of outer diameter of 100 mm. For the first shaft, the section is solid (no holes). For the second shaft, the section is hollow with an inner diameter of 75 mm. Use an allowable shear stress Tallow = 100 MPa and provide a drawing of the shear stress distribution on both sections. Rug'd max T for solid shaft Tallow = 100MP₂ diameter d loomm T hole diameter dinner = 75mm max T for hollow shaft 2D stress distribution
A 600mm diameter pile is embedded in 3 layers of dense sand at a depth of 17m. Nq = 86. The groundwater table is situated between Layers 2 and 3. The layers have the following properties: Layer 1: γ = 16.9 kN/m3. 3m thick. Layer 2: γ = 17.6 kN/m3. 5.5m thick. Layer 3: γsat = 19.65 kN/m3. K is 0.9 and tan α = 0.37. The factor of safety is 3.0. What is the skin friction resistance of the pile in kN? What is the skin friction resistance of the pile in kN? None of the choices 1684.170 1477.156 1257.150 1322.744 866.118 Please answer this asap. For upvote. Thank you very much
An excavation in soft clay is supported by a braced sheet pile wall. Calculate the force in strut A. O a. 631.92 kN O b. 151.67 kN O c. 203.53 kN O d. 430.87 kN Struts are spaced 2.5 m centre to centre Soft clay %=17kN/m³ S20 kPa $=0° max=yH = YH (1-4) H Q|25H
Calculate for the shear force in kN at member ED of the frame shown in figure 1 using Portal Method. Enter absolute value and use 2 decimal places in your solution.
Problem #3 (33 points) The two 500-lb forces are parallel to the y axis and the P force is parallel to the z axis. If the allowable shear stress is 8 ksi, calculate the smallest permissible diameter of the solid shaft AE. Use the Maximum Shear Stress failure theory. 7 in P 7 in 7 in 7 in 4 in 6 in 4 in 500 Ib 500 Ib
Q3) A retaining structure is given in figure. Calculate the factor of safety against sliding. (Ignore tensile crack behavior inside active part and ground water condition. Take 1.0 m interval step for point load calculation. k₁= k₂= 0.9). 3.B m 2.C m Yn: 20.0 kN/m² D: 2Eº c: 30 kN/m² 0.5 m 0.5 m 1 3.0 m 5.0 m Y cone ➜ 5A0 KN Yn: 18.5 kN/m³ c: 18 kN/m² $: ID º 24.0 kN/m³

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