A rubber (E- 164 psi; Se- 308 psi) beam is supported on two springs (k-960 Ib/ft) and loaded in bending impact. Neglecting the masses of beam and springs, determine the impact factor.
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- A simple beam with an overhang is subjected to d point load P = 6kN. If the maximum allowable deflect ion at point C is 0.5 mm, select the lightest W360 section from Table F-l{b) that can be used for the beam. Assume that L = 3 m and ignore the distributed weight of the beam.Find the maximum values of the spring force and deflection of the impact system shown in the figure if W= 27 Ibf, k= 109 Ibf/in, and h = 2.12 in. Ignore the mass of the spring and solve using energy conservation. Determine the maximum displacement and maximum force of the spring. %3D W The maximum displacement of the spring is The maximum force of the spring is in. Ibf.700N M-150UNm 2m 3m For the above dlagram, given that F, - 450 N. 0-45 degrees and d-5 m calculate the following (neglect the depth of the beam). Note that there is a pin support at A and a roller support at B. The magnitude of the horizontal component of the reaction force at A, Rar. Please provide the answer in Newtons and report to three significant figures. Please Include the unit ("N") within your answer (eg. If the calculated answer was 55.562 Newtons please Input: 55.6 N). Answer: The magnitude of the vertical component of the reaction force at A, Rar. Please provide the answer in Newtons and report to three significant figures. Please include the unit ("N") within your answer (eg. If the calculated answer was 55.562 Newtons please Input: 55.6 N). Answer: The magnitude of the horizontal component of the reaction force at B. Re. Please provide the answer in Newtons and report to three significant figures. Please Include the unit ("N") within your answer (eg. If the calculated…
- For the beam shown, use only singularity functions. V₁ = 45 lbf/in and V/₂ = 5 in. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. 0 1400 lbf Hinge JA B₁ C R₂ R₁ 4 in 4 in 2 in V1 V2 D R₂ + What is the value of the peak moment between points Cand D? The peak moment between points C and Dis Ibf.in.548. The inverted T section of a 4-m simply supported beam has. the properties shown in Fig. P-548. The beam carries a uniformly distributed load w over its entire length. Determine w if o, < 30 MN/u° and a, < 70 MN/m². Ans. w = 3750 N/m metrical 160 mm NA 80 mm INA = 20 X 106 mm4 %3D Figure P-548.A simply supported steel universal I shaped beam is shown(see attached table and choose one size) The total length is 15 meters with a concentrated force P (located at a distance a = 10 meters) created by a mass of 2000 kg. By assuming a yield strength of 350 MPa and a safety factor of 3.2 state the ergonomically suitable nominal beam size from the catalogue. With reference to answer describe the type of beam failure and at least one possible consequence if the I-beam size you selected is too small. You may add additional images for illustration purposes but ensure that (a) it is described properly, and (b) it is relevant.
- Calculate the beam deflection at point C. E = 206.8 GPa, I„ = 1.873 x 10-6 mª. Use either the double integration method or the moment area method. Show your work. 200 N 500 N 50.8 mm -------z 76.2 mm A 1 m 1 m 2 mMaterials 2 Time: 40 Minutes Q1) The figure shows a simply supported beam with overhang portion, carrying loads under different points. Using Macaulay's methods to determine the slope and deflection at points: A, B and at 1m from the left hand end of the beam. Take EI=0.65 MN/m². 20 kN 20 kN 30 kN/m B -0.6m. 1.2 m. 1.2 m. Ra 8 AProblem 7 For the cantilever shown: 400 N.m В A P 1.5 m 1.5 m Question 19 Which of the following most nearly gives the value of P, in N, that will cause a zero deflection at A? A 150 B) 160 185 D 115 None of the above Question 20 Which of the following most nearly gives the moment, in N.m., at C (using the value of P on the previous item) 30 B 85 115 50 E None of the above Question 21 Which of the following most nearly gives the angle of rotation at A? A) 75/EI В 98/EI 35/EI D 63/EI E) None of the above
- For the simply supported beam with loads as shown below, find out the values of shear force and bending moments at various points of loading on the beam. A RA 1m 5 KN Су 1m 15kN 4m 5kN/m mag 2m B RBpls box ur answer and label it :) Use Castigliano's theorem to determine the magnitude of deflection at midspan for the solid steel shaft shown in the figure, where a = 3 in, b= 7 in, da = 1.125 in, db = 1.875 in, and w=160 lbf/in. da ka db W f da The magnitude of deflection at the mid-span of the beam is 0.00228 in. 5Situation 2 | Beam ABCDEFG below is subjected to multiple loads as show. The total length of the beam is 10m. Analyze the beam completely. 6 kN 10 kN 3 kN/m 2 kN 5 kN-m G 3000mm. 1000mm 1000mm. 2000mm. 1000mm 2000mm.