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- The singular force F will be applied to the beam with a hollow rectangular cross section. Accordingly, the location and value of the maximum normal stress that will occur in the whole beam is given correctly in the following? F =400 N, L1 = 3m, L2 = 2m, h1=48mm, h2 =72mm, b1=10mm, b2=20mmThe horizontal bar shown is pinned at O and is supported with a helical springat L1 from O. L1=2m, L2=1m. The spring has 30 turns and the diameter of the wire usedis 20mm. The diameter of the spring is 125mm. Modulus of Rigidity = 83GPa. Determine the shear stress of the helical spring loaded as shown if w = 25kN/m.All the pins are in double shear, and they each have a diameter of 14 mm. The average shear stress in each pin CANNOT exceed 70 MPa. What is the max magnitude of P that the beam can support
- Consider the hollow pipe supported and loaded as shown below. Which of the following represents the shear forces at the cross-section containing points K and H? A. Fy and Fz B. Fx and Fy C. Mx and Mz D. Fx and FzDetermine the smallest allowable diameter of the shaft which is subjected to the concentrated forces. The journal bearing at A and B only support vertical forces. The allowable bending stress is σallow= 160 MPa Bearing A only receives forces in the radial direction of the bearing. Bearing B is a steering bearing and also carries longitudinal loads on the shaft. F1= 10kN F2=23 kN L1=420 mm L2= 310mm L3=540mmDesign the diameter of the pin for the hinge supportif the allowable shear stress is 250 Mpa.
- Specifications of the steel rod at B. Length=2 meters diameter= 25 mm E= 200 GPa Show complete solution 1. Draw the shear force and bending moment diagrams. 2. Determine the maximum flexural stress 3. Determine the stress in the steel rod at BHello, can someone help me with this problem pls. Draw the internal force (shear and moment) diagrams. Values: a = 2 m F = 150 kN q0 = 75 kN/m M0 = 450 kN-m The support at B allows movement parallel to the surface.The bar supported by a pin at B and a cable at A carries a load of 260 N at C. Neglecting the weight of the bar,a.) Determine the normal force 7 m from A.b.) Determine the shear force 7 m from A.c.) Determine the bending moment 7 m from Ad.) Determine the torsion 7 m from A SHOW COMPLETE SOLUTIONS DRAW FBD
- The vertical load on the hook is 1000 lb. Draw the appropriate free-body diagrams and determine the maximum average shear force on the pins at A, B, and C. Note that due to symmetry four wheels are used to support the loading on the railing.The joint proposed provides the connection (pivot) between the clevis 1 and the tie rod 2 by means of a shaft 3 stopped in translation by two elastic rings 4. the admissible resistance to shearing of shaft 3 is equal to 80 MPa. If the diameter d of the pin is equal to 50 mm, determine the maximum force F that can be transmitted by the connectionThe 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=993