L=5m ·x- T B 1.2 m -1.6 m→
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The 90-kg man, whose center of gravity is at G, is climbing a uniform ladder. The length of the
ladder is 5 m, and its mass is 20 kg. Friction may be neglected. Compute for the following given that x = 1.5 m:
[1] the normal reaction at B (Answer: 858.375 N) and the total force at A (Answer: 647.479 N)
[2] the vertical reaction at A (Answer: 392.400 N) and the horizontal reaction at A (Answer: 515.025 N)
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- Q3) Determine the resultant moment produced by forces FB and FC about point O. Express the result as a Cartesian vector?Since the suspended mass is m=1500 kg as shown below; Find the force (F) N and the stress N/mm2 in the bar AC. (d=50mm, s=5mm)Consider the pipe assembly shown in (Figure 1). Neglect the weight of the pipe. Take F₁ = (200i 200j - 250k) N and F2 = (2001+ 500j) N. Figure ▸ ▼ Part A Part B Part C 1.5 m Submit Mr, My, Mz = 525,- 250,0 B Previous Answers Im Determine the x, y, and z components of internal moment acting at a section passing through point B on the left part of the body relative to the cross-section. Express your answers in newton-meters to three significant figures separated by commas. ▸ View Available Hint(s) LIVE ΑΣΦ 41 vec 1 m X Incorrect; Try Again; 4 attempts remaining 1 of 1 ? N.m
- Item 3. From the figure of the column being pulled by a 3 kN GF cable, find the pulling force T in vector form. 1.5 m /C В 1.5 m 1 m T= 3 kN 3 m E 0\1.5 m 3 m 2m 1m/At a point in an elastic material under strain, the stresses on the three mutually perpendicular planes are as follows:A normal tensile stress of 60 N/mm^2and shear stress of 40 N/mm2 on one plane and a normal tensile force of 40 N/mm^2and a complimentary shear stress of 40 N/mm^2 on another plane. Find the following using Mohr circle only (take 5 N/mm2 = 1 cm)a. The principal stresses and principal planes.b. The maximum shear stress and its plane.c. The normal and shear stress on a plane inclined at an angle of 30Oto major principal plane.Find the amount of depression in mm at the midpoint of the bar AB. Mo= 1kNm, L = 1m, E = 200 GPa, I=1x106mm4
- Determine the shear stress in section AB and the angle oftorsion of point A in relation to point C. Diameters indicated in the figure and G = 39 GPaQ2/ How much fluid is required to raise the pressure in a thin cylinder of length 3 m, internal diameter 0.7 m, and wall thickness 12mm by 70kN/m*? E = 210GN/m* and v = 0.3 for the material of the cylinder and K = 2.1 GN/m* for the fluid.Q1) The stress function (x) for the cantilever beam as shown in the figure is given by: P $(x) = (x²-3xy) — 8c a) Is (x) a valid airy stress function? Determine the stress field on AC. b) Verify that this stress field meets the boundary conditions where V = ² c) Verify that the vertical displacement of C is given by 8 = where E is the PL³ 6E12¹ elastic modulus of the material, and I is the moment of inertia of the rectangular section of the plate. с L FIG. 1 x +