6 m Prob. F9-17
Q: %; Angle of internal Friction = 30°. Compute the location of the active force in meters from the…
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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: SITUATION 1 The system below is consisting of two solid circular cross-section bars AB and BC,…
A: The length of member ABC = 1700mm.Diameter of bar BC, ∅BC = 50mmLength of bar BC, LBC =…
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: 2. The upper edge of a vertical trapezoidal gate is 1.60m long and flush with the water surface. The…
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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: 10. At what height above the base of the wall the thrust acts during the wáter clogged condition? a.…
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Q: LATERAL EARTH PRESSURE SITUATION 3: A 6 m high wall retains dry sand whose dry density is 1.95 g/cc…
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Q: For the parabolic seawall shown in Fig. 3-34, what moment about A per ft of wall is created by the…
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Q: Figure A Gs = 2.65 -e = 0.50 w = 10% = 20 deg
A: The minimum value of lateral earth pressure exerted by soil on a structure, occurring when the soil…
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: A long retaining wall is braced by wood shores set at an angle of 30° and supported by concrete…
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Q: Question attached
A: Ka1=1-sinϕ1+sinϕ=1-sin301+sin30=13Ka2=1-sin901+sin90=0at section 1-1total stress=0pore water…
Q: Wind blows on the side of the fully enclosed hospital located on open flat terrain in Arizona.…
A: The given data is: Length of hospital=200 ft Height of hospital=30 ft
Q: For the retaining wall given below, what will be the active thrust acting per unit width of the…
A: Given data,
Q: A retaining wall is shown in Figure 11.22. Determine the Rankine active force, P, per unit length of…
A: The values and diagram given in the question are as follows: (a) Length of the retaining wall(H)=12…
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: Y=15 kN/m -28° c'-0 4m G.WT. Yu 20 kN/m 4-33° 4m IT
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Q: Calculate the axial normal stresses in section 1 and 2. A (1) 30 kN (2) 10 kN = 20 mm d, = 15 mm %3D
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Q: A 9 m cantilever retaining wall is subjected to active pressure increasing from 5 kN/m at the top…
A: given question is calculate reaction RA=1245+59=225KN
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: Determine the active force per unit length of the wall y = 16 kN/m 6' = 30° c' 0 3 m Groundwater…
A: To find active force per unit length of 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: A gravity concrete retaining wall with a 3.7 m wide base and back wall inclination of 71°, exerts…
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Q: 12.6 For the retaining wall, H 8 m, ' = 36°, r = 10°. y = 17 kN/m', and e' = 0. a. Determine the…
A: Hi! Thank you for the question As per the honour code, We’ll answer the first question since the…
Q: 2m WIDE PI 3m Find the magnitude of the hydrostatic force. a. 146.7 kN b. 199.3 kN Im 4m c. 294.3 KN…
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Q: hen đó we use the gradient wall
A: Solution: The Gradient wall foundation is used to spread the weight of the load bearing wall across…
Q: Determine the total active force per meter acting on the wall along with its point of application. q…
A: Consider the figure shown below.
Q: Y=15 kN/m O'-28° 4m G.W.T. Yu 20 kN/m d-33° 4m The above figure shows a concrete gravity retaining
A: Hello dear this is the solution of your problem The answer is found to be Resultant active…
Q: ground surface y = 16.5 kN/m3 $ = 30° %3D 3m water table Ysat = 19 kN/m3 $ = 30° 3m
A: The answer of this problem is found to be Force=132.18KN per metre length For explanation please see…
Q: Determine the active force per unit length of the wall y = 16 kN/m ' = 30 c' = 0 3 m Groundwater…
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Q: A vertical retaining wall with smooth surface is 12 m high and retains granular soils. The surface…
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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: 3. What is the difference in the position of the pressure center (h.) for the gate if it is…
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Q: Kindly give me both right solutions with clear calculations. Note: Both questions are subbarts…
A: H= Height of the retaining wall = 4 m. Type of soil = loose sand ⇒ cohesion, C = 0 φ = Angle of…
Q: . Aretaining wall5 m high was designed to stabilize a slope of 15°. The back of the wall is inclined…
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Q: If the wall is 3.5 m, determine an show the resultant force that water exert on the overhang sea…
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Q: 2m WIDE PI 3m Find the magnitude of the hydrostatic force. a. 146.7 kN b. 199.3 kN Im 4m c. 294.3 KN…
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Q: Consider a retaining wall supporting a fill-soil as shown in the figure. The wall is moving from…
A: (a) active pressure given uniform surcharge q=15 KN/m2Active earth pressure coefficient…
Q: Q5: In the case of the retaining wall depicted below. Calculate the lateral earth fore at rest per…
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Q: 12.8 Refer to Figure 12.12a. Given: H = 4 m, y = 16.5 kN/m², ' = 30°, c' = 0, and 3= 85°. Determine…
A: Given :
Q: For the horizontal force Vu = 500 kips in the plane of a shear wall, in which has length equal to 12…
A: Given Data: Shear Force Vu=500 kips. Length of wall is L=12 ft. Concrete strength is f'c=4000 psi.…
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…
Q: 2. A vertical gate in a tunnel 6 m in diameter has water on one side and air on the other side. The…
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Determine the magnitude of the hydrostatic force acting per meter length of the wall. Water has a density of ρ = 1 Mg/m3.
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- Prblm 4c,Design a signly r/f section for BM 100 KNm M30 FE 500 EC 50 MMUntitled Paint File View 69 X Clipboard ▷ 1224, 491px Q Search d 23 Image N V 607 x 634px 18° D 10 A 4 Tools Ⓒ d₂ d₁ PROB. 2.5-8 El 168 CHAPTER 2 Axially Loaded Members 2.5-8 A brass sleeve S is fitted over a steel bolt B (see figure), and the nut is tightened until it is just snug. The bolt has a diameter d = 25 mm, and the sleeve has inside and outside diameters d₁ = 26 mm and d₂ = 36 mm, respec- tively. dв Brushes Calculate the temperature rise AT that is required to produce a compressive stress of 25 MPa in the sleeve. (Use material properties as follows: for the sleeve, as = 21 X 10 °C and Es= 100 GPa; for the bolt, ag = 10 X 106/C and EB 200 GPa.) (Suggestion: Use the results of Example 2-8.) 1920 x 1080px N40 Sleeve (S) Shapes Bolt (B) 4+ M Size O OO 00 000 Colors 100% AVENG I 0 0% X + 11:33 CH 30/11/2022
- 4.5.12 OIC Section Properties Write functions for A, I, c, radius of gyration. Each function works for the three sections below. Example Function name: OICSEC_A() • OICSec_() Etc. 을 + 12 BIP - bhs V, 12(BII-bh) BII -- bha 6/1 - 8H.W: draw the I.L for RA, RC, RF, RD, MD, VCL, VG and MG. A 2 m B -2 m C G 0.4 m 1.6 m D 2 m- E 2 m LLB Lateral restraint about y-y axis is provided by these beams 1500mm 1500mm FIGURE 06(b) Cross section a-a