A)le 3 -m →le 3 30 kN 25 K 120 KN. Find the Resaltant and the angle Find the 9. moment a bout Point it

Q: 4 kN Draw F.B.D then find reactions at supports A and B take beam AB wieght 20K g Ax B Rgsin30 30°…

A: Given that: FBD of a beam as shown:

Q: rent Attempt ln Progress Determine the shear force Vin the beam at a point located 0.70 m to the…

A: Given data, By = 300 kN Cy = 125 kN

Q: Determine the bar force member CD. All interior angles are 60 degrees. 1.5 kN 3 KN ... 2 kN F 1.5 m…

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Q: Obtain the value of the maximun bendling moment for the given beam. (Ay= 133.75 KN Az=0 B= 206.25 N)…

A: Given a beam with Support reactions:Ay=133.75 kN, Ax=0, By=206.25 kN

Q: Determine the value of El y at the right end of the overhanging beam. a =4.6 m, b = 2.2 m, Wo = 16.4…

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Q: 3 Detemhe the slope at b and the displacoment et pont E for the beam Om lam lom +

A: One another support at B is missing  After considering hinge support at B

Q: 2.15 Determine the moment M, at the base of the but- tress due to the applied thrust force F. Use…

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Q: S0 kN 40 kn/m lo kN/m

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Q: 20 kN.m 2 kN/m A- CO 2m 4m 2m The point of contraflexure from point D is located at

A: point of contraflexure is a point where the curvature of the beam changes sign. It is sometimes…

Q: Exacises patermine the resulthaat of the Loplaner force System and Locate it with respet to point A…

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Q: PROBUEM A : ENEN : R= 6.25 KN M = 3.42 KN m w,- SKA/M P2. 2.75 KN Pg= 3.72 KN UNKNOWNS : O RAy, RBy…

A: Since, the problem number to be solved is not stated, the solution for Question A is as follows: The…

Q: Determine the resultant of the system of concurrent forces having magnitudes passing through the…

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Q: The speed of water eter section of the p

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Q: Determine the bar force member CD. All interior angles are 60 degrees. 1.5 kN 3 kN 2 kN F 1.5 m 60°…

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Q: Assume that Mo = 5.80 kN-m and L = 4.50 m. Determine the reaction at support B. Assum %3D A B O…

A: L=4.5m Mo=5.8kN-m

Q: SOLVE FOR SHEAR AND MONENT DAGRAM 14 Com Com Cem

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Q: %3D %3D Given: w1 =70 kN/m, w2 = 30 kN/m, P = 30 kN, a = 3 m, b= 3 m, and c = 3 m. Determir %3! %3D…

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Q: ne the forces DF, DE & CE of the tru B 5 m

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Q: 2- Find the hydrostatic force on the quarter circle. into screen is 1,a (m). n=7ab0 (N/m') 2.b (m)…

A: Given data, γ1=7720 N/m3γ2=9872 N/m3H1=2.2 mH2=1.7 mr=1.2 mL=1.7 m

Q: Q.3 determine moments around the points A and B? A A 2m 100 KN 530 45 Sm to 60

A: Given- To find- Moments about point A and B.

Q: 2. A laid 2 Smooth plane surpaces. Find the value qm bar is in the rcactions Ri and Rø. OF and 4m…

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Q: Determine the bar force member CD. All interior angles are 60 degrees. ... 1.5 kN 3 KN 2 kN F 1.5 m…

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Q: 3kN/m 25KN B A 2m 4m Зт

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Q: 4. The wide of the dam is x m. a.Find the hydrostatic force on surface AB and its moment about C.…

A: Question is based on the gravity dam . Width, Height and specific gravity of dam are given in the…

Q: 1.5 kN 3 kN 2 kN ET F 1.5 m B -1.5 m- -1.5 m-

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Q: 20 kN 24 kN/m 16 kN/m 5 m A 3.0 m - - 3.0 m 31

A: An indeterminate frame structure is given and it has been asked to determine moment in member AB.…

Q: to m B 3 m S 5m Find: Force e, RA, RB

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Q: A V, kN 2m 3 m B kN/m

A: Please find step by step solution below:

Q: Q3 50 kN 5 m 5 m. A'nalyze the above symmetrical otructure under the given symmetrical looding by…

A: Solution Draw the diagram with reaction

Q: 17.3 kN/m 5.65 m 1.75 m 2.3 m Determine the moment at Bin kiloNewton-meters (kN-m)

A: We are asked to find moment at support B, but we see the support B is a simple support. Simple…

Q: roblem 2. Shear at point B 20 kN/m A 5 m 10 m

A: The free body diagram for the section is shown below:

Q: etermine the resultant force that water exerts on the overhang sea wall along ABC. The wall is 2 m…

A: Width (b) =2m To find resultant force

Q: What is the moment value at the free-end in KN-m? O +222.01 KN-m O + 216.09 KN-m O- 10 KN-m O + 216…

A: Option (C) is the correct answer.

Q: Draw the shear and moment diagrams for the beam.

A: Free body diagram :-

Q: ASSIGAN MENT 1:Detiesmine the slope ond the displacement at pont b for the beam . 5m 15m

A: In a cantilever beam if the point load is acting at any point other than the free end, then slope…

Q: Determine the slope at A and displaceme t C. El is constant. 5 kN-m B -1.5 m- -1.5m. - swer Key: 0 =…

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Q: What is the Maximum moment in kN-m. Given: w = 42, a = 4, b = 4, and c = 3. %3D %3D w kN/m am b m Rp…

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Q: 1p kN/m 20 kN 3m- 8 kN- D 6 m 4.

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Q: What is the Maximum moment in kN-m. Given: w 14, a 3, b 5, and c 3. %3D %3D w kN/m Kam Fom C4 bm ст…

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Q: -2 m 4 kN 4 m C 4 kN 4 m -2 m B

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Q: moment at point B. 8 kN/m 2m 1m 450 24 kN

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Q: moment is 22kip.ft

A: As per guidelines we need to answer only first 3 subparts of question so please repost rest parts…

Q: 1.5 kN 3 kN 2 kN ET F 1.5 m B - 1.5 m 1.5 m

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Q: he moment (kN-m) at midspan if x = 2 m? e correct response 7.5 37.5 7.5 5 X

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Q: coefficient of friction between the ladder and the surface at A and B is 0.25. Determine th ntal…

A: Given:- W=600N coefficient of friction between ladder and surface at A and B=0.25 To find:-…

Q: ontal surface for which the coeff n is 0.3. Determine the force P ed to cause motion to impendi -…

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Q: What is the Maximum moment in kN-m. Given: w1 = 48, w2 = 14, a 3, b = 3, and c =3. !3! %3D %3D %3D…

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Q: Find the zero force members: 8 KN 16 kN 2m 16 kN 2 m 2 m D. E B 5m 5m- 5m

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Q: 15 - What is the shear force value (kN) at point B? S KN/m 2m a) None of them 10 Bos binak

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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.