P9-5. The rigid beam supports the load of 60 kN Determine the displacement at 8. Take E = 60 GPa, and Apc-2 (10) m Im- 2 jn Prob. P9-5
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- In the beam, which is given the loading and supporting status below a) Find the location of the largest crash and the value of the crash. b) What is the maximum length of the beam (L) so that the largest collapse value is less than 1.5 mm? E = 210 GPa Mo = 250 kNm I = 556x10-6 m4The horizontal beam is assumed to be rigid while supporting the distributed load. Determine the angle of inclination of the beam after the load is applied. Each support consists of a wooden post with a diameter of 120 mm and an original length (unloaded) of 1.40 m- Consider E = 12 GPa: The cylindrical pressure vessel with hemispherical end-caps is made of steel. The vessel has a uniform thickness of 0.44mm and an outer diameter of 9.768mm. When the vessel is pressurized to 0.088 MPa, determine the change in the overall length of the vessel. Use E = 200 GPa and µ = 0.3 for steel. Neglect localized bending.R=22
- The frame A BC support s a concentrated load P at point C (see figure). Members AB and BC have lengths h and fh respectively. Determine the vertical deflection Scand angle of rotation $c at end C of the frame, (Obtain the solution by using the modified form of Ca s tig] i a no s theorem.)A square beam with a side of 7.6 cm has a density of 11,000 kg/m³ and is 2.4 m long. It is recessed and undergoes a load of 4000 N at 1.5 m from the recess. If its Young's modulus is 150 GPa, determine its deflection at the free end. Consider the weight of the beam. Answer: -2.67cmDetermine the magnitude of the maximum deflection using doubleintegration method. Use E = 200 x10^6 KPa and I = 1.440 x10^-5 m4
- The cylindrical pressure vessel with hemispherical end-caps is made of steel. The vessel has a uniform thickness of 0.02R mm and an outer diameter of 0.444R mm. When the vessel is pressurized to 0.004R MPa, determine the change in the overall length of the vessel. Use E = 200 GPa and µ = 0.3 for steel. Neglect localized bending. Note R=993The beam is made of southern pine for which Ep = 13 GPa. Determine the displacement at A.Determine the maximum deflection of the simply supported beam. E = 200 GPa and I = 39.9(10-6) m4.
- Please help me for the correct solution. A leaf spring carries a central load of 3000 N. The leaf spring has to be made of 10 steel plates 5cm wide and 6mm thick. If the bending stress is limited to 150 N/mm² determine: (i) Length of the spring and (ii) Deflection at the centre of the spring. Take E = 2 * 10 ^ 5 * N / m * m ^ 2..?The wide-flange member is made from an elastic perfectly plastic material. Determine the shape factor for the beam.A surveillance camera weighing 3 kg is mounted on a tubular frame as shown.shows in the following image. There is an external disturbance ?(?) = 30 cos(50?) ? actingabout the camera. Determine the cross section of the aluminum structure if it is the maximumamplitude is limited to 2 mm