A 9 m cantilever retaining wall is subjected to active pressure increasing from 5 kN/m at the top (free end) to 45 kN/m at the base (fixed end) per meter strip of length of wall along its longitudinal axis. 4. Calculate the maximum shear in kN.  Calculate the maximum moment.  If the wall was laterally supported at the free end, determine the moment (kN∙m) at the base.

Q: A 3 m high vertical earth retaining wall retains a dry granular backfill with angle of internal…

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Q: For the retaining wall below, determine the total active force per unit length of wall using Rankine…

A: Given data in question  Angle of internal friction  Height Sand Unit weight  To find out  Total…

Q: Examine the rotational stability of the wall below 3 m 32 y=20 kN/m' $ = 36° For the right side: 6 =…

A: Given: A retaining wall as shown below Required: To examine rotational stability

Q: A 3-m high cantilever retaining wall is acted on by an active force that varies uniformly from 3 KNm…

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Q: The retaining wall shown has a height of 6m with its ground watertable located at a depth of 2m…

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Q: Determine the passive thrust pressure for the backfill soil having an internal friction angle of 35°…

A: Given: Internal friction angle = 35° Unit weight = 110 lb/ft3 Height = 18 ft

Q: A wall of 8 m height retains sand having a density of 1.936 Mg/m3and angle of internal friction of…

A: Height H=8mDensity ρ=1.936×106×10-3=1936kg/m3.Surcharge Slope α=15 DegressInternal Frictiobn θ=34…

Q: 2. (a) A retaining wall 6 m high with a vertical back supports a cohesionless soil with a dry unit…

A: Earth Pressure:The stress caused in a body due to the external load applied to it is called earth…

Q: A retaining wall with a stratified backfill and a surcharge load is shown in figure. Draw the earth…

A: Active thrust is 165.7KN  Position of thrust is 2.267m from C

Q: The backfill behind a retaining wall, located above the water table, consists of a sand of unit…

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Q: Given beam as shown. Smooth pulley Cable 1.8 m A B 100 kN- m DV 15 kN 2.40 m 1.2 m 1.5 m a. Draw…

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Q: Q.8 The depths of soil behind and in front of a rigid retaining wall are 25 ft and 10 ft.…

A: Solution   γ=110lb/ft3 ∅=22∘  c=600lb/ft2  Kb=1+sin∅1-sin∅ Kb=1+sin 221-sin 22…

Q: Determine the total active thrust, in kN/m, for a retaining wall (height 5.60 m) with horizontal…

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Q: A 5-m tall cantilever retaining wall retains soil having the following properties: Cohesion, c = 0…

A: Given data:- Height of retaining wall (H) = 5 m Back fill soil properties are:- C=0ϕ=31oγ=19.8 KN/m3…

Q: ) Determine the moment about the base of the retaining wall. 20° 4m y = 16.5 kN/m³ 4' = 30°. 2.5 m 0…

A: Earth pressure is the pressure exerted by soil in lateral direction. It is dependent on various…

Q: 9.8 The total active thrust on a vertical wall 3 m high retaining a horizontal sand backfill (unit…

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Q: What is the maximum moment in the wall?

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Q: A wall 6m high retains sand having a dry density of 15.40 KN/m3. Angle of internal friction of 32'…

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Q: A wall 7m high retains dry sand having a density of 1570 kg/m3 and an angle of shearing resisitance…

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Q: The 5-m high retaining wall in Figure 13.40c is subjected to a surcharge strip load of q 5 105 kN/m2

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Q: For the retaining wall given below, what will be the active thrust acting per unit width of the…

A: Given data,

Q: 11.7 A retaining wall is shown in Figure 11.22. Determine the Rankine active force, P, per unit…

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Q: Q-6 A 3m high vertical earth retaining wall retains a dry granular backfill with angle of internal…

A: given- Height of wall H=3 mdry granular backfillangle of internal friction ϕ=30ounit weight γ=20…

Q: The total active thrust on a vertical wall 3 m high retaining a horizontal sand backfill (unit…

A: To find the total active thrust on the vertical wall

Q: tural tube that has a 380-mm outer diameter and a 12-mm wall thi a time when the resultant of the…

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Q: 18 kN/m P. Q R M 3.35 m B. + 1m 1m 1 m 1 m 1 m 1 m 1 m 1 m 1m

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Q: If a twisting moment of 10,000 lb in is impressed 1-3/4 in diameter shaft, what is the maximum…

A: GIVEN- T=10,000lb d=134in=1.75in τmax=?

Q: A smooth backed vertical wall is 6.3m high and retains a soil with a bulk unit weight of 18 KN/m^3…

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Q: 13.16 For the partially submerged backfill in Problem 13.13 (Figure 13.37), determine the Rankine's…

A: student asked  13.16 problem

Q: Q2. A 15-ft high retaining wall with a granular soil backfill is shown in the figure. Given y=120…

A: Given- h=15ftγ=120lb/ft3ϕ=35°δ=10°

Q: A 6 m. cantilever retaining wall, supports an active pressure which varies from zero at the top to…

A: In first case only lower end is fixed. In second case upper end is also fixed.

Q: The total active thrust on a vertical wall 3 m high retaining a horizontal sand backfill (unit…

A: To find total active thrust on vertical wall,??

Q: 9, = 22.5 kPa %3D H, = 2.5 m Yr = 17 kN/m3 O = 25° %3D H2 = 4.5 m Ysat = 18.5 kN/m3 O = 30° %3D a)…

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Q: H.W.3 For a smooth vertical wall supporting a granular backfill with o' = 34°, determine K, using…

A: 3.

Q: For the retaining wall shown in the figure, determine the force per unit width of the wall for…

A: The given data is:

Q: H.W: A retaining wall is battered away from the fill from bottom to top at an angle of 15° with the…

A: Given :

Q: 3 – A railroad is traversing parallel to a 20 ft high retaining wall as shown in the figure below.…

A: The flow of fluid includes movement of an unbalanced fluid. As long as unequalled forces are in…

Q: Hence, the lateral active thrust on the wall per meter length is 21.72 kN/m. A 5 m high vertical…

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Q: A vertical retaining wall 5.8 meters high retains a horizontal backfill having the following…

A: Given data:- Height of retaining wall (H) = 5.8 m Void ratio (e) = 0.72 Specific gravity (G) = 2.65…

Q: A vertical retaining wall with smooth surface is 12 m high and retains granular soils. The surface…

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Q: For the retaining wall given below, what will be the active thrust acting per unit width of the…

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Q: If the wall can withstand a maximum lateral force of 200 kN, determine the maximum surcharge that…

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Q: A 4-m-high smooth vertical wall retains a granular backfill with y = 18.0 kN/m and o' 33°, Using…

A: To determine the active force per unit length of vertical retaining wall using Rankine's…

Q: A 3 m high vertical earth retaining wall retains a dry granular backfill with angle of internal…

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Q: A homogeneous gravity retaining wall supporting a cohesionless backfill is shown in the figure. The…

A: Given data, For a homogeneous  gravity retaining wall supporting a cohesionless backfill , The…

Q: 1. Assume that the retaining wall in the figure can yield sufficiently. Plot the distribution of…

A: Solution; Given Data; γ=16 KN/m3c=0φ'=35°γsat=19 KN/m3

Q: Q5: In the case of the retaining wall depicted below. Calculate the lateral earth fore at rest per…

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Q: Problem 2: The shaft is supported by smooth journal bearings at A and B that only exert vertical…

A: allowable bending stress is  200 MPa.

Q: a) plot the variation of active pressure along the wall and b) determine the magnitude and location…

A: Data given: Asked: Plot the variation of active earth pressure along the wall Determine the…