a 24 kN ted loads and rests on soil that exerts a linearly distributed upward load as shown. 30 kN 0.3 m A WA 1.8 m B WB WHERE W_A = 26KN/M, FIND THE DISTANCE (A)
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- WA 3 46.| Asiacel B/s docs.google.com/forms D 1m 35 N/m 2m 30 N 1m B C 85 N 100 N.m 60 2m 2m 0.5m 1.5 m bläi 3 the concentrated load replaced by distributed load is equal to إجابتكA foundation must be built on a non-cohesive soil that has the following characteristics: soil density = 18.0 kN/m3, saturated soil density = 19.0 kN/m3, internal friction angle of 30°, depth of planting = 1.5 m and depth of water table = 0.8 mThe gross allowable load with FS = 3 is 700 kN. Determine the dimensions of the proposed footing using Meyerhof theory.RAX Ray 0.2m 100Nm 100N 1000 0.3m A. Draw Shear force diagram B. Draw Bending moment diagram C. Draw Torque diagram D. Draw Axial force diagram ZOON 1000m 2000 0.2m y RBy Ł 10,000 N 10,000 N
- A bar, 12 mm in diameter is acted upon by an axial load of 20 kN. The change in diameter is measured as 0.03 mm. DeterminePoisson’s ratioYoung’s modulusBulk modulus Assume modulus of rigidity as 80 GPaQ2/ In the nucleus pulposus of an intervertebral disc, the compressive load is 1.5 times the externally applied load. In the annulus fibrosus, the compressive force is 0.5 times the external load. What are the compressive loads on the nucleus pulposus and annulus fibrosus of the L5-S1 intervertebral disc of a 90 kg man holding a 50 kg weight bar across his shoulders, given that 63% of body weight is distributed below the disc?A concentric helical spring is used to support a load of 90 KN. The inner spring has arate of 495.8 KN/m and outside spring is 126.5 KN/m. If initially the inner spring is 25mm shorter than the outer spring, find the percent load carried by the inner spring. The correct answer is 76.81%. I just need the solution for this answer, thank you!
- A shallow foundation supported by a silty sand is shown in Figure 7.5. Given:Length: L = 2 mWidth: B = 1 mDepth of foundation: Df = 1 mThickness of foundation: t = 0.23 mLoad per unit area: qo = 190 kN/m2Ef = 15 x 106 kN/m2The silty sand has the following properties:H = 2 mμs = 0.4Eo = 9000 kN/m2k = 500 kN/m2/mUsing Eq. (7.17), estimate the elastic settlement of the foundation.Needs Complete typed solution with 100 % accuracy. Don't use chat gpt or ai i definitely upvote you. Be careful Downvote for ai or chat gpt answer.Please show your step by step process in solving the problem
- A differential equation encountered in the vibration of beams is d4ydx4=2D where x = distance measured along the beam; [x]=[L] y = displacement of the beam; [y]=[L] = circular frequency of vibration; []=[T1] = mass of the beam per unit length; []=[ML1] D = bending rigidity of beam; [D]=[FL2] Show that the equation is dimensionally homogeneous. Note that [F]=[MLT2] see Eq. (1.21:).Attached formula sheet Some Young’s moduli (GPa) Aluminum 69 Brass 100 Steel 200 Gold 74 Rubber 0.01 Some linear coefficients of thermal expansion (in 10- 6m/m°C) Aluminum Brass Steel Gold Rubber 21-21 18-19 10-12.5 14 80PLEASE ANSWER NUMBER 4.MECH 311(MECHANICS OD DEFORMABLE BODIES): PLEASE GIVE DETAILED SOLUTIONS AND CORRECT ANSWERS. I WILL REPORT TO BARTLEBY THOSE TUTORS WHO WILL GIVE INCORRECT ANSWERS.