b) The beam now has a vertical member rigidly connected to it at C, and a pin support at its other end, point D, as shown in Figure 2(b). The same loading as in part a) is applied as well as a horizontal load of Q = 272.0 kN as shown. P KN w kN/m A 8 m B Figure 2(b) QkN 3m 3m 4 m L

Q: Problem #3: y F1= 40 + A (N) 5 3 F3 = 30 N 10 + C (degrees) F2= 65 + B (N) 5. Determine the…

A:

Q: A continuous beam carries a concentrated and distributed load as shown in the figure below. If the…

A: A continuous beam is generally a beam that normally has more than two supports, is statically…

Q: The beam shown below is a simple span with an overhang. The beam supports a uniform distributed…

A: An overhang beam is loaded as follows

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A:

Q: a) Determine the support reactions at A and B, if /is equal to 50 N/m. b) What should be the value…

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Q: Determine the horizontal and vertical components of reaction at the supports A and D. El is constant…

A: Horizontal reaction at A=0 k                                   ( as  no horizontal load applied in…

Q: E=29,000 kips per square inch I=144 in JA B 12 feet 15 feet

A:

Q: screw is smooth and the coefficient of static friction at all other points of contact is μ = 0.21.…

A:

Q: Determine the reaction at the roller support of the beam. The middle portion of the beam is loaded…

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Q: 1. The horizontal 4 m long lever, with pivot at A, is acted upon by a parallel force system, as…

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Q: Use the Unit-Load method to find the displacement for the roller support at (A) of the frame shown…

A: The figure is shown below,

Q: a.) Determine the horizontal reaction at 'C' in kN. b.) Determine the vertical reaction at 'C' in…

A: ##Determine the horizontal reaction at 'C' in kNAnd determine the vertical reaction at 'C' in kN.…

Q: The beam is loaded as shown. Using three moment equation method, analyze completely the beam and…

A:

Q: Determine the reaction forces at the pin support at A and roller support at B of the loaded M kg…

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Q: Questions 1-D ) Find thebending moment (M B ) at point B. ( Write yourresult as kN.m. ) Questions…

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Q: T= 275000 N.mm P= 500 N Q: A shaft is subjected to a bending load of 50 kN plus a torsion moment of…

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Q: 4. Solve for the support reactions of the beam shown below using SDM. Assume beam is prismatic and…

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Q: WW 4m B 3m C 28 KN/m 6m D 4m

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Q: Determine Ay and By then draw a shear and moment diagram

A: A simply supported beam with uniformly distributed load and point loads.To find: Support reactions,…

Q: Vertical Reaction at C in kN. Moment Reaction at C in kN-m.

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Q: W (kN/m) 300 mm B L/2 (m) L/2 (m) 200 mm For the beam shown: W = 2.2 kN/m, P = 7.9 kN, L = 5.7 m.…

A: W=2.2kN/m P=7.9kN L=5.7m

Q: A propped cantilever beam XY, with an internal hinge at the middle, is carrying a uniformly…

A: A propped cantilever beam XY,

Q: A sphere (SG = 2.2) is at the bottom of a tank filled with 1.5m of water. The diameter of the sphere…

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Q: 2. Using Forced Method of Analysis, compute the value of the following for the beam shown: (a)…

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Q: A force equals of 30 KN acting on the member as shown in figure. The member supports are pin with 8m…

A: Above given data we have to find roller support reaction

Q: For the beam loaded as shown in the figure 2, determine the reaction at D in kN using Conjugate Beam…

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Q: Problem 2 The compound beam, shown in figure below, is pin connected at B. Determine the reactions…

A: Given :

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A: To Determine The force P (lb) required to cause motion to impend if applied to the block…

Q: a lb/ft b lb/ A В c ft-

A:

Q: The beam is loaded as shown. Using Three Moment Equation method, analyze completely the beam. El is…

A: 1. Fixed End Moments MAC= -wl8=-50×68=-37.5 kNmMCA=  +wl8=50×68=37.5 kNmMCD=-wl212=-15×6212=-45…

Q: The forces F1={−5i+4j−4k}kN and F2={5i−3j−2k}kN act on the end of the beam. Replace these forces by…

A: Given DataF1=-5i+4j-4kKNF2=5i-3j-2k KNNowFR=Resultant…

Q: The beam in Figure 2 is pin supported at A and roller supported at B. Calculate an equivalent…

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Q: The beam shown in the Figure q2 below is a continuous beam of 2 spans. Determine the reactions at…

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Q: 6–70. Determine the horizontal and vertical components of force at pins B and C. The suspended…

A: Take moment about C:∑ MC=0W2.8-T0.2+FB=075×9.81×2.8-75×9.81×0.3+FB1.522+1.522=0FB=1532.8 N

Q: Calculate the bending moment at B. Let W = 14 kN/m

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Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.