Problem 2 If P= 8.571 kN, Determine the stress in member CE assuming that the area in steel is 24 mm?. A 1.4 m 1.Om E F 1.0 m 1.0 m
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Q: If P= 8.571 kN, Determine the stress in member CE assuming that the area in steel is 24 mm2.Show
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Q: If P= 8.571 kN, Determine the stress in member CE assuming that the area in steel is 24 mm². 1.4 m D...
A: Determine the stress in member CE
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- Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine the increase in vertical stress at point A located z = 15 ft below the surface. Given: x = 27 ft. Figure P6.4A bearing pad is a device which is used to support a bridge or other heavystructure in a way that permits the load to shift slightly in a horizontal directionrelative to the ground or foundation. If a horizontal force af 528 kN is applied tothe top surface of the bearing pad, and that a = 700 mm, b = 550 mm, h = 75m and the modulus of elasticity G = 1.25 MPa. Determine the following: a. The average shear stress on the bearing pad.b. The horizontal displacemant of tne bearing pad. Note: Draw the Free Body Diagram, include the proper units and round-off the answers to 3 decimal places.For the truss shown, determine the maximum axial stress experienced. P= 70 Ex. (1.5P) = 1.5(70) = 105 (2.5P) = 2.5(70) = 175
- g. What is the moment of inertia (I) about the neutral axis of the section? (in in^4) h. What is the first moment of an area (Q) about the neutral axis of the section? (in in^3) i. What is the maximum shearing stress (fv) of the beam? (in psi) j. What is the maximum flexural stress (fb) of the beam? (in psi)Set P1 = 2.5 kN , P2 = 5 kN . (Figure 1) Determine all the member forces .Two wooden joists 100mm * 200 mm along the joint AB as shown in figure. Determine the normal and shearing stress in glued surface if P = 400 N
- Two wooden joists 100mm * 200 mm along the joint AB as shown in figure. Determine the normal and shearing stress in glued surface if P = 400 NA beam has a concentrated load (Pu) at midspan and has a fixed support at both ends. If the beam properties are given below, what is the stress at bottom of the beam section at 3.41 from the support. (MPa) Properties: Beam width = 206 mmBeam height = 495 mmPu = 66.2 kNSpan of the beam = 11 mPrestressing force = 335 kNeccentricity = 105 mmThe internal shear force V at a certain section of a steel beam is 80 kN, and the moment of inertia is 64,867,500 mm4. Determine the horizontal shear stress at point H, which is located L = 17 mm below the centroid. 58.9 MPa 42.7 MPa 39.6 MPa 35.2 MPa 31.2 MPa
- The girder of a simple log bridge supports a wheel load W acting at any position along the span. In addition, the weight of one log and the planks it supports is equivalent to a uniform load of 850 N/m acting on the log. Determine the maximum permissible wheel load W (in kN) based on an allowable shear stress of 0.75 MPa if the maximum shear stress on circular sections is 4/3 of the shear force divided by the cross-sectional Choices: 28.9 38.7 77.4 30.2 Note:please help me in this sample problem thank you1. Determine the critical bucklng stress of the column in MPa. a.120.68 b.116.10 c.101.32 d.108.57 2. Determine the nominal axial load that the column can carry in kN/ a.1448.16 b.1393.20 c.1221.84 d.1302.84 3. Determine the service live load that can be applied in the column kN. a.119.53 b.597.64 c.143.44 d.956.22 Answer:101.82, 1221.84,597.64Determine support reaction at B . Given P=100 Kn L=10 m