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3- The data below was obtained during plate load test. The plate had a diameter of...
Need ANSYS Code elastic modulus E = 68.9 Gpa possion ratio v = .33 3-5 A circular aluminum plate 1 m in diameter and 5 cm in thickness is loaded by a uniform pressure of 0.5 Pa distributed over a 0.25 m diameter circle at the center of the plate. The outer edges of the plate are completely fixed from motion. Find the maximum deflection and von Mises stress and their locations. 3-5 A circular aluminum plate 1 m in...
How can I calculate elastic modulus from 3 point bend data? I have acquired load vs deflection data from a 3 point bend test, as per the following setup: Fro this data, I have attempted to calculate the Youngs modulus of the bone specimen at a load of 2002 N with a deflection of 1.18 N. the specimen is also 80mm long, with a hollow circular cross-section, being 25mm outer diameter and inner diameter of 16mm. To do so, I...
A plate load test was conducted on a uniform sand deposit using a 0.75 m diameter plate. Test results are as follows: -Ultimate Bearing Capacity = 500 kn/m^2 -Settlement at Ultimate Bearing Load = 12 mm -The anticipated settlement for a foundation with B = 2.0 m, is most nearly: A) 25 mm B) 5.5 mm C) 12.5 mm D) 30 mm When I solve this, I get around 25.388 mm - (a) but I wanted someone else to lay...
3. The following data were obtained in a tensile test of naval brass: Condition Load, kN Diameter, mm 50.7 11.9 48.0 8.5 12.8 Condition 1 as measured was not the maximum load condition. Calculate the tensile strength of this brass.
121 A circular aircraft window made from polycarbonate is clamped at its edge and will experience a uniformly distributed load due to the pressure difference between the cabin and the external environment. Specifications for the window are given in Table Q2 below. (b) If the pressure difference during flight is P 75 + 1 kPa, use the equation below to calculate the deflection, w, at the centre of the window and the uncertainty in this result 114] Deflection of circular...
The rectangular steel plate below measures 1 m x 0.5 m x 10 mm. Assume that the 1 m dimension is in the x-direction and the 0.5 m dimension is in the y-direction. The plate is made of a material with an elastic modulus of 200 GPa and Poisson's Ratio of 0.3. Suppose a uniform normal stress, Ox, of 125 MPa is applied in the x-direction a) Calculate the stress, ay, required to produce a transverse strain Ey 0 (in...
10.10 A 300 mm x 450 mm plate was used in carrying out a plate loading test in a sand, during which the plate settled 5 mm under the applied pressure of 250 kN/m2 a. What is the coefficient of subgrade reaction for a 300 mm wide square plate? b. What would be the coefficient of subgrade reaction of a 2 m X 3 m foundation? For a 2.0 m wide and 0.40 m thick beam on an elastic foundation,...
please be very 100% sure before doing. thank you (1) (25 points) Load-elongation dataset were obtained from a tensile test of high-strength steel as shown in the table. The test specimen had a diameter of 0.505 in. and a gage length of 2.00 in. The Poisson's ratio of high-strength steel is found to be 0.33 At fracture, the elongation between the gage marks was 0.12 in and the minimum diameter was 0.42 in 1) Plot the engineering stress-strain curve using...
A 500 mm diameter and 20 m long concrete pile is driven into the ground. The soil profile at the site consists of 5.0 m of sand ( 35 and y- 19.0 kN/m) at the top, underlain by a thick layer of clay (c,- 50 kPa and y- 19.0 kN/m). Determine the maximum load that can be allowed on the pile with a safety factor of 2.5 Assuming an average Young's modulus of 35 MPa and Poisson's ratio of 0.2...
9 The data shown in the table below were obtained from a laboratory consolidation test on a normally consolidated undisturbed MH soil with a liquid limit of 65. The sample was 62 mm in diameter, 25 mm tall and was tested under a double drainage condition Compute c, using the square root of time fitting method Time Since Loading (HH:MM:SS) 00:01:01 Dial Reading (mm) 7.21 7.74 00:03:06 00:08:35 00:16:39 8.40 9.01 9.60 00:30:15 00:59:17 10.11 01:54:29 10.35