113. Find the stresses in members BC, BD, and CF for the truss shown in Indicate the tension or compression. The cross-sectional area of each member is 1600 mm². Figure P-113 A 60 kNi 3 m C 3 m 90 kN
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Use method of joints
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- For the truss shown in Fig. P-111, calculate the stresses in members AC, BC, and BD.The cross-sectional area of each member is 1.8 in2. Indicate tension (T) orcompression (C).Q6. For the beam and loading shown in Fig.(2). Consider section (n-n) and determine A. The largest shearing stress in that section. B. The shearing stress at point (a) (1 in.) below the top face. C. The shearing stress at point in the top face Load = 65 kipsGiven the system below. It is pinned at B as shown in Fig. P-119. The pin diameter is 20 mm Determine the shear force developed at B Determine the shearing stress developed at pin B
- For the steel truss (E = 29 x 106 psi) and loading shown, determine the deformations of members BD and DE, knowing that their cross-sectional areas are 2 in2 and 3 in2, respectively.pls answer, I'll rate. Thank you so much. Analyze the truss shown using the Method of consistent deformation. There is an additional horizontal load at joint E with a magnitude of 50 kN going to the left. Determine the reaction at D in kN. For reactions that is downward and going to the left.For the beam showna. Determine the maximum flexural stressb. If the nails shown in the cross-section can each support a shear force of 600 N, determine their required spacing along the beam.
- The members of the structure in Fig. 1 weight 150 lb/ft. Determine the smallest diameter pin that can be used at C if the shearing stress is limited to 4000 psi. Assume single shearA column with a wide-flange section has a flange width b� = 400 mmmm, height hℎ = 400 mmmm, web thickness tw�� = 13 mmmm, and flange thickness tf�� = 21 mmmm (Figure 1). Calculate the stresses at a point 75 mmmm above the neutral axis if the section supports a tensile normal force N� = 2.1 kNkN at the centroid, shear force V� = 6.8 kNkN, and bending moment M� = 3.2 kN⋅mkN⋅m as show. What is normal stress and what is shear stressFor the beam showna. Determine the maximum flexural stressb. If the nails shown in the cross-section can each support a shear force of 600 N,determine their required spacing along the beam. P=10kN Wo=8kN/m a=10m
- The location of the centroid measured from the top fiber in (mm) 2. The moment of inertia about the centroidal x axis (mm) 3. The maximum compressive stress in (MPa) 4. The maximum tensile stress in (MPa) 5. The maximum shear stress at junction between the web and the flange (within the web) in (MPa) 6. The maximum shear stress at the neutral axis in (MPa)The wooden members in the simple truss below have the following capacity: Shear parallel to grain = 1 MPa, Compression parallel to Grain = 11MPa, Compression perpendicular to Grain = 5 MPa 1. Find the minimum safe x. a. 73 mm b. 160 mm c. 148 mm d. 112 mm 2. Find the minimum safe y. a. 15.97 mm b. 19.45 mm c. 9.14 mm d. 18.28 mm 3. Determine the stress in member AC. a. 1.13 MPa b. 1.258 MPa c. 1.224 MPa d. 1.04 MPaA truss member 8.00 m long carries a compressive load of 200 kN dead and 400 kN live and consists of two C200x17 channels and a 250x10 mm cover plates placed as shown in Fig P207. Check the adequacy of the section.