P8.10. (a) Compute the horizontal displacement of joint B produced by the 240-kN load in Figure P8.10. For all bars, area = 2400 mm² and E = 200 GPa. (b) Assuming that no load acts, determine the horizontal displacement of joint B if support A moves 20 mm to the right and 30 mm down and support E moves downward 36 mm. 8 m 0 B 00 F 8 m P8.10 C °。 E 8 m ° D P = 240 kN 8 m

Q: Q. 1. Determine the reactions and draw the shear and bending moment diagrams for the beam shown. El…

A:

Q: Calculate the vertical component of the internal force at B. Let W = 5 kips/ft. Note: 1. Indicate…

A:

Q: p=50kN , W=90KN/m , h=7m , b=5 m

A:

Q: Find the magnitude of the net force on the following object (A) given: |F1|=3.2 N |F2 -9.8 N |F3❘ =…

A:

Q: Q3. What is the relative displacement of points A and B when subjected to forces P. Consider only…

A: Relative displacement, which is displacement of a point on a structure with respect to its original…

Q: Di=18 mm D2=22 mm D3=25 mm D4=10 mm 10 kN 10 kN 50 10 kN ---- --- 10 kN 10 kN 20cm 18cm 10cm 12cm

A:

Q: WIn the figure 9, assume clockwise moments as positive, force F= 432KN and force P =500 KN. Compute…

A:

Q: Q1: The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical…

A:

Q: Determine the vertical displacement of joint A. Each bar is made of steel and has a cross-section…

A:

Q: Determine the displacement at B. EI is constant. Use the conjugate-beam method.

A:

Q: The uniform beam is supported by two rods AB and CD that have cross-sectional areas of 12 mm² and 18…

A:

Q: smallest force P required to raise the block A.

A:

Q: 6. A 12 - m simply supported beam is carried by two concentrated loads. The loads present are 35 kN…

A:

Q: A 7.5m 2.5m

A:

Q: A 20 kips 4 ft 30 kips 12 ft 3 kips/ft B 4 ft The distance from point A to point B is 20 ft, a…

A:

Q: Compute the maximum deflection of the given beam below. (kN-m)

A: Moment equation of the beamMx=-10x-1-8x-222-15x-4

Q: Determine the magnited of the force F applied by arm OA and the magnitude of the force N applied by…

A: Solution: Givendata, θ = 34°θ = 43 deg/s˙θ¨ = 28 deg/s2L= 0.75mmass of slider = 0.6-kg Consider the…

Q: QI Determine the vertical rotation of point B. 35 kN/m B. -3m- 9 m El-constant E E =70 GPa %3D I -…

A: Step 1

Q: moment-area theorems and determine the displacement at C

A:

Q: (a) Compute the horizontal displacement of joint B produced by the 240-kN load in Figure P8.10. For…

A: Resultant Force: The force which represents the total forces acting on the truss or any member. This…

Q: Exercise No. 3B From the given frame loaded as shown in figure. Assume El is constant. Using the…

A:

Q: Q5. Determine the horizontal displacement of point C of the frame shown below. Take E=200 GPa and 1=…

A: Given :

Q: Slider B moves only vertically (the y-direction). Find the acceleration (positive if up, negative if…

A: A mechanism is given in the question and it has been asked to determine downward or upward…

Q: Solve the Ff. pNbloms A Pitot- státic tube (c, 1.6) is used to measure air speed with water…

A:

Q: Please solve for the vertical displacement at C. (EI is constant and A is a fixed support). Convert…

A: Find: vertical displacement at C

Q: :For a continuous beam loaded as shown in figure. Assume El is Slope Deflection Equations. mpute the…

A:

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

A: Given data  Find moment at support B.    Point C is hinge connection, so moment about hinge from…

Q: 3.39 Find the resultant of the two forces and the couple shown, given that P = 20 N, P2 = 30 N, and…

A: Position vectors:CB→=150i-200j   mmOP⇀=150i+50j  mmVector of CoupleC⇀=CCB→CB→C⇀=C0.6i-0.8j  N-mm

Q: Consider the beam in the figure without the applied load. If support C settles 24mm and support A…

A:

Q: Calculate the vertical component of the internal force at B. Let W = 3 kips/ft. and P = 19 kips…

A:

Q: Using Three-Moment Equation, determine the Reactions and deflection at point B. E=29,000 ksi and…

A:

Q: Q1) Compute the vertical displacement of point D for the frame shown below. 30 kN 40 kN/m Hinge 10…

A: moment at B ∈MB=0 from A=0HA=0∈FH=010-HE=0HE=10KN∈MA=0-VE×5+30×8+40×8×82+10×4=0VE=312KN

Q: 120KN 120KN 150KN A. 6m 4m B 6m 4m 4m 4m 21 Analyze the structure using Moment Distribution Method…

A:

Q: Determine the constant force P required to cause the 0.36-kg slider to have a speed v2 = 0.88 m/s at…

A:

Q: In the given figure, support A rotates 0.002 rad and support Csettles 0.7 in. Given: /= 144 in.4 and…

A: Given:Rotation of support A = 0.002 radian anti-clockwiseSettlement of support C = 0.7 inch…

Q: Determine the displacement at point B by the method of Virtual Work in Q.5. EI is constant. 8k 3k/ft…

A: Method of virtual work is the method of virtual forces that allows the law of conservation of energy…

Q: CESTRUC PROBLEM SET#3.2 STATICALLY INDETERMINATE BEAMS AND FRAMES P3. For the beam shown, determine…

A: For the beam shown, determine the support reactions and then draw the shear and bending moment…

Q: I. Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I=70(10%)mm*. Use…

A:

Q: 1. Four forces are applied to point P as shown. Knowing that F₁ = 50 lb, F2 = 20 lb and F4 = 70 lb,…

A:

Q: 8 ft A B - 8 ft - 8 ft

A: The virtual work method is mainly related to a force that is acting on a particle or member of the…

Q: For the figure shown below, obtain horizontal deflection at point c. Positive direction is from…

A: Given Structure: p=5140 N b=6 m h=2 m EI=1189 kN-m

Q: Compute the vertical and horizontal deflections at C and rotation at B. El is constant. 20 kN B 5 m…

A: With the use of Unit Load Method,One can get the Required slope and Deflection values.Slope…

Q: A horizontal sheif AD of length L = 600 mm, width 6 = 320 mm, and thickness t = 18 mm is supported…

A:

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.