A circular beam with a diameter of 25.4 mm is subjected to the applied forces and is fixed at support A your freebody as shown. Determine the shear force and the average shear stress at A. Please show diagram and your equilibrium equation. A 2m 20 kN 2 m 3 m 30 kN/m
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- A moment about the z-axis of 192 N-m is applied to a beam with dimensions b = 85 mm and h = 302 mm. If there are no other loads applied to the beam (My, P, Vy and Vz = 0), what is the normal stress at point F? Give your answer in kPa to two decimal places with negative indicating compression and positive indicating tension. b/4 М, h E Ihis F h/3 В M. D b/4Determine the maximum tensile (fot) and compressive (foc) stresses (psi) developed in the overhanging beam. The cross-section is an inverted T with the given properties 1,500 lb 3,000 lb 1,000 lb 7 in N.A. 2 in 6 ft 6 ft = 84 in R1 R2 3.Determine the ff: •Internal bending moment at point c •internal shear force at point c •internal normal force at point c Asap please.
- Determine the internal forces (axial force, shear force, and bending moment) at point j of the indicated structure, teta = 0 ºThe simply supported joist is used in the construction of a floor for a building. In order to keep the floor low with respect to the sill beams C and D, the ends of the joists are notched as shown. If the allowable shear stress is tallow = 350 psi and the allowable bending stress is sallow = 1500 psi, determine the height h that will cause the beam to reach both allowable stresses at the same time. Also, what load P causes this to happen? Neglect the stressconcentration at the notch.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 B
- 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=20mmProblem 2. Consider a rod with radius c, subject to shear force V. Clearly show the Neutral Axis on the cross-sectional area. Determine the maximum shear stress from the shear formula t=VQ/(It) and identify where these maximum shear stresses occur; write magnitude in terms of V and c. Identify the section area and section area centroid used to calculate the maximum first area moment max What is the shear stress at points A У А where t=t, max and B? What is the shear stress at the centroid? What is the shear stress at points F and E at the top and bottom? By what factor is the maximum shear stress greater than the average shear stress acting over the cross-section.Find the second moment of area, the location of the neutral axis, and the distances from the neutral axis to the top and bottom surfaces. Consider that the section is transmitting a positive bending moment about the z axis, Mz, where M₂ = 10 kip-in if the dimensions of the section are given in ips units, or M₂ = 1.13 kN·m if the dimensions are in Sl units. Determine the resulting stresses at the top and bottom surfaces and at every abrupt change in the cross section. From the figure Z 1 in 112 in y in → ← ¹ in 12 in D C B A ++ in The area is determined to be 2.0625 in². The distances from the neutral axis to the top and bottom surfaces are determined to be 0.858 x in and The second moment of area is determined to be 0.447 in 4. 1.017 xin.
- Find the second moment of area, the location of the neutral axis, and the distances from the neutral axis to the top and bottom surfaces. Consider that the section is transmitting a positive bending moment about the z axis, Mz, where M₂ = 10 kip-in if the dimensions of the section are given in ips units, or M₂ = 1.13 kN·m if the dimensions are in Sl units. Determine the resulting stresses at the top and bottom surfaces and at every abrupt change in the cross section. From the figure, с - 12.5 B A y I 50 100 75 12.5- 12.5 25 D 100 The area is determined to be 3750 mm² The distances from the neutral axis to the top and bottom surfaces are determined to be 57.292 The second moment of area is determined to be 4.293 x 106 mm4. mm and 42.708 ✪ mm.Determine the internal normal force and shear force, and the bending moment in the beam at points C and D. Assume the support at B is a roller. Point C is located just to the right of the 8-kip load. For your explanation section, complete a FBD of the other side of the beam from the version you did to solve the problem. 8 kip 40 kip · ft A to to D B- 8 ft 8 ft- -8 ftA cable with supports at the same elevation has a span of 400 m. The cable supports a uniformly distributed load of 6 kN/m along the horizontal. The maximum ten- sion in the cable is 5000 kN. Determine The angle between the cable and the horizontal at a support.