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: Use Area-Moment Method. Consider 150 mm x 150 mm section and E = 80 GPa. A=2.8 B=24.0  C=28…

A: Shear force: Shear force is the resistance against sliding of the beam or it is the algebric sum of…

Q: What is the Maximum moment in kN-m. Given: w = 47, a = 4, b 3, and c = 2. w kN/m Stemt am b m Rp RA

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Q: draw the shear force digram and bending moment digram and contraflexer point

A: Given:- Overhanging beam To find:- a) SFD b)BMD c)Point of Contra flexure

Q: member BD exerts on member ABC a force P directed alonh line BD. knowing that P must have a 200-N…

A: To find magnitude of force P and it's vertical component.

Q: Given beam (P = 24 kN) a) Find the internal forces at the midpoint of the BC length by cutting…

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Q: E D 4 m B -3 m 2m-2 m

A: Hello dear, The answer is found to be P=248.571 KN For explanation please see the attached solution,…

Q: and moment Q. Replace about A 44. force sycen by force at A 200 150 250 350 1. ost

A: To find resultant and moment about A

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: Determine the moment of the 3- kl force acting at A about point O. Als Hetermine the moment of the…

A: position vectors  A = 1.2i + 0j + 0.3k B = 0i + 0.5j + 0.4kThere vector AB = vector B - vector A=…

Q: E F P 3 m D 3 m 3 m 3 m P1 P.

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Q: - Find the moment at B. A 25 kN/m 12 m I B 6 m E = constant 250 KN Į C 1.51 6 m D

A: Given:Required:Moment at B

Q: you left out the distance on Moment B = Fcd sin 20 (1.2m)

A: Hey there, Don't worry,  I will now provide correct solution .  Please have a look on attached docs.…

Q: Solve the ff DE

A: The given differential equation is:sinxsiny dx+cosxcosy dy=0 Apply the method of separation of…

Q: Determine the displacement at point D. El is constant.

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Q: Analyze the continuous beam by the three-moment equation. Find the RA, R3 and Re 40 kN 20 kN/m A 5m…

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Q: 3:- 5. 22 6 m B on the Beam Solve for the support seoctions at A and

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Q: E = 207GA Poisson's 12kN/m CROSS-SEcnON OF BEAM 4okN OKN rafio:03 C 14.27KN 10. 36KN 51-37 kN O. Im

A: Given data: b=0.1 m d=0.3 m E=207 GPa

Q: F16-10. Determine the Teaction at the Foller B. El is constant. M. B-

A: - Let Va , Vb , Vc be vertical reaction at joint A, B and C respectively. Also, Hc is horizontal…

Q: 80 kN 20 kN/m IC 3m 2 m Refer to the above diagram. Point A is a fixed conection. Member AC and CE…

A: To find the Fx, Fy and MA about point A-

Q: Determine the displacement at C and the slope at D. Assume A is a fixed support, B is a pin, and D…

A: Calculation Point A has fixed support consisting of three equation At N there is pin Support= One…

Q: 4a) Determine the magnitude of the projected component of F along line AC.

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Q: Calculate the reaction force at support F. a=4m; b=3m; c=2m; d=2m; P=7kN. A a d ● B 60° D b F OC YP

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Q: What is the Maximum moment in kN-m. Given: W 30, a = 2, b 7, and P- 40. %3D PkN am W KN 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: 8-33. Determine the maximum displacement at B and the slope at A. El is constant. Use the…

A: The given beam is statically determinate beam and can be analyzed using the equation equilibrium.…

Q: D. E. C B. -4 m 4 m 15 kN 20 kN 00

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Q: y 300 N - 5 m- A 5 m- 50 N 30° B P2

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Q: The bloch has a velacaty 4= arm/s at A ard a Velaity Vg= 15 m/s as it parser point B'on the nclise.…

A: Find coefficient of friction between block and plane,Fk?

Q: EI is constant (Assume EI= 1 kN-m^2) use moment area method 1.) determine the location of the…

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Q: Determine the bending moment at B. if w =39 kN/m, L =8 Round off the final answer to three decimal…

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Q: 4-31. Detemine the moment of the force F about point P. Express the result as a Cartesi an vector.

A: Moment in cartesian form is cross product of coordinate of point and Force.

Q: 2) Determine the slope and the displacement at the end C of the beam. E-200 GPa, 1=18(10) mm* Use…

A: ###Determination of slope and deflection of beam at C  using Conjugate Beam Method####

Q: 30 kN 5 90 kN 'A B 13 30 kN 400 mm- - 600 mm- The 30-mm-diameter A-36 steel rod is subjected to the…

A: Given:- Diameter = 30 mm E=200×103 MPa To find:- Displacement of end A with respect to end C

Q: Determine the Moment at Point A due to M, F1, and F2 in Vector Form M 99 kNm F1x 12 kN F1y |-10 kN…

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Q: B 6 kN/m 3 m C

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Q: the displacement at point D. El is constant.

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Q: or the frame shown, the Moment Distribut )to draw the shear and bending moment ettlement of 0.25…

A: In the above question, a frame is given with all information we need to determine the following…

Q: Determine the moment of the 3- kN force acting at A about point O. Also determine the moment of the…

A: position vectors  A = 1.2i + 0j + 0.3k B = 0i + 0.5j + 0.4kThere vector AB = vector B - vector A=…

Q: 1. Determine the reactions at supports. Find the rotation at point F and the maximu deflection of…

A: Given data: PL = 40kn UDL = 10kn/m

Q: 06. At what angle 6 must the 800 N force be applied in order that the resultant R of the two forces…

A: Given that: Two forces acting on a hook such that F1=800N and F2=1400N and angle between them is θ…

Q: 3. 8 KN/m TI|||||||I. - 9 m- 3 m 20 kN 3 m Assume A is fixed and Cisa rocker Bis a rigid joint. Find…

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Q: Determine the deflection at point C. The El of the beam is 10.71 x 10¹2 mmª. 30 kN 9 kN/m B. -3 m 2m…

A: Given:- EI=10.71×1012 mm4 To find:- Deflection at C

Q: 1 m E YB YD 4 m B D. P2 P,V - 3 m -3 m 6 m 6 m

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Q: 1. Determine the Degree of Freedom of the following Structure A. Co 게 H B. D. 12 It cop 2 k 4 m 10…

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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.