100 kN/m2. Determined the effective and total stress at point A and C. Note: use the approximate method to calculate the increase of the vertical

Q: 7) A circular horizontal N_S tunnel of 2 m radius will be constructed at a depth of 560 m below…

A:

Q: ,7 For the following soil element at a depth of 20 m, find: (a) The principal stresses, assuming the…

A: Normal Stress: It is defined as the stress which is induced due to the application of axial force on…

Q: For the overhanging beam loaded as shown, determine the maximum values of flexural stress and…

A: Given A beam Required  Maximum flexural and shear stress

Q: subject : Geotechnical Design Book : PRINCIPLE OF FOUNDATION ENGINEERING

A: We are given the following data

Q: A uniformly distributed line load is acting on the ground surface. Based on the Boussinesq's theory,…

A:

Q: 8.5 100 kN point load and 40 kN/m line load are applied on the ground surface as shown. Compute the…

A:

Q: resses snow gure act at a polnt in Dody. sumestress magnitudes of Sx= 7300 psi, Sy = 1200psi, and p…

A:

Q: Using Boussinesq's Equation determine the vertical stress increase A6z, at point Cat a depth 3.0…

A:

Q: A flexible rectangular area is subjected to a uniformly distributed load of q = 225 kN/m?. Determine…

A: Point A q=225 kN/m2B=4 m L=8 mz=3 mm=Bz=43=1.33n=Lz=83=2.67 From Table,…

Q: The plan of a flexible circular loaded area is resisting the uniformly distributed load (q), 835…

A:

Q: 10.17 Refer to Figure 10.47 A flexible rectangular area is subjected to a uniformly distributed load…

A:

Q: A strip load of q=810 lb/ft2 is applied over a width B=36ft. Determine the increase in vertical…

A: given data;- q=810 lb/ft2 b=36 ft z=15 ft x=27 ft

Q: A flexible rectangular area measures 2.5X5 m in plan. It supports a load of 150 kN/m. Determine the…

A:

Q: Referring in the Fig. 2 below, B = 6m and q =150 kPa. For Point P, z = 2m and x = 1.5m. Determine…

A: Given Data: The width of the strip footing is B=6 m. The loading of the strip footing is q=150 kPa.…

Q: B 6.0 m 6.p m 5.0 m Figure for Problem6

A:

Q: 5 kN 2 kN 15 kN/m 50 mm P. E A 150 mm 3 m 1 m 3 m 1 m 150 mm

A: Free body diagram -  RA + RE = 15×3 + 5 + 2⇒RA + RE = 52 KN           .........1 Taking the sum of…

Q: 10.17 Refer to Figure 10.47. A flexible rectangular area is subjected to a uniformly distributed…

A: Given :

Q: Problem 2 For the cross-section shown below, Mz = 150 kN.m and My = 250 kN.m. Determine the maximum…

A:

Q: Use the approximate method to estimate the stress (kPa) under the center of a rectangular loaded…

A:

Q: Problem 2 Two 10-kN forces are applied to a 20 x 60-mm rectangular bar as shown. Determine the…

A: We have to determine the value of the stress at point A when (a) b=0, (b) b 10 mm, (c) b=25 mm asper…

Q: ) A uniform pressure of 150 kN/m acts on a 3 m*4.5 m rectangular rea. Since the point X is at the…

A: by using westergard theory Qz=wπz2 11+2rz23/2where,w=pointed loadz=depth below the midpointr=any…

Q: 10 ft Point loads of magnitude 2000, 4000, and 6000 lb act at A, B, and C, respectively as shown on…

A: Given: The point load at A is 2000 lb. The point load at B is 4000 lb. The point load at C is 6000…

Q: 1. A solid aluminum alloy disk with uniform thickness has an allowable speed of wall = 40,000 RPM, a…

A: Introduction- The neutral axis has the most shear stress. The shear stress decreases as the point…

Q: Point loads of magnitude 9, 18, and 27 kN act at A, B, and C, respectively (Figure 6.27). Determine…

A:

Q: PROBLEM NG. . A shaft 100mm in diameter and 3 m long, with buit-in ends, is subjected to a clockwise…

A: Given : length (L)=3 m diameter (D)=100 mm

Q: Determine the shear stress at points A, B, C andD for the following section. Also determine the…

A: Given V=10kN Determine the shear stress at points A, B, C andD for the following section.

Q: A rectangular channel 2.5 m wide carries water at a depth of 1.2 m. The bed slope of the channel is…

A: FLUID MECHANICS:

Q: 100 kN point load and 40 kN/m line load are applied on the ground surface as shown. Compute the…

A:

Q: 1200 kN 1500KN Q.3. Determine the vertical stress at points a and b due to the shown external loads.…

A: we will use boussinesq equation.

Q: a) Referring to Figure Q2 (a), the vertical stress increase at point A is 25 kN/m2 due to…

A: To find out the value of q2.

Q: 100 kN point loạd and 40 kN/m line load are applied on the ground. surface as shown. Compute the…

A:

Q: Determine the vertical stress increase, Aoz, at point A with the following values: q1 = 90 KN/m; q2…

A: Given: Line loads Vertical distance Radial distance To find:  Vertical stress increase at point A to…

Q: 02 A smooth backed wall is 6m height and retain a soil with the properties shown in the Figure…

A:

Q: intensity of the shear-stress distribution s-sectional area, and compute the res veloped in the…

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Q: . At a point, the major principal stress 66 KPa (c) and the minor principal stress is 34 KPa (T). a)…

A:

Q: The simple beam with a height of 200mm, a width of 100mm and a length of 4m loaded as shown. Do the…

A:

Q: Q1//: For the loaded area below determine the increase in vertical stress at depth of 4m below point…

A: Newmark's method is used to find the additional stress at the corner of the rectangular loaded area.…

Q: Q2 (a) Referring to Figure Q2 (a), the vertical stress increase at point A is 25 kN/m² due to…

A: Figure is as shown

Q: Compute the increase in the stress at point A when two line loads of value 90 kN/m and 325 kN/m act…

A: Given: Line load 1, q1 = 90 kN/m Line load 2, q2 = 325 kN/m x1 = 4 m x2 = 2.5 m z = 3 m

Q: The circular flexible area uniformly loaded (q=320KN/m^2). Determine the change in vertical stress:…

A: Given: The uniformly loaded area (q) is 320 kN/m2. Consider the figure,

Q: If M 50 kN-m, what is the maximum bending stress abeut the AB-axis? (in MPa) R Radius of hole 3 A

A:

Q: CEN-333 Geotechnical

A: Boussinqi's equation: σZ=QZr32π11+rZ252where,Z=Depth of the pointQ=point load actingr=radial…

Q: Referring to Figure Q2 (a), the vertical stress increase at point A is 25 kN/m2 due to application…

A: Determine the magnitude of q2.?

Q: A flexible square area (2.4 m. x 2.4 m.) is subjected to a uniformly distributed load of q = 178…

A:

Q: Force P necessary for equilibrium . Stress in segment AB and CD

A: Given data : Area (AAB)=600 mm2Area  (ACD)=1250 mm2Area (ABC)=2400 mm2

Q: The major and minor principal stresses acting at a point are 50 Pa compression and 10 Pa…

A: Given,σP2=-50 PaσP1=-10 PaSo, the respective Mohr circle will be

Q: Find the expressions to calculate the maximum normal and shear stresses for a circular profile: d…

A:

Q: Problem 1- Determine the shear stress at points A to D for the following section. Also determine the…

A: It is given that V=10 kN.