Glven: The truss shown below. The cross-sectional area for the bolt at joint B is 500...
Determine the smallest cross-sectional area A required for the members of the truss shown, so that the horizontal deflection at joint D does not exceed 10 mm. Use the virtual work method.
(3pts): The truss is constructed of A36 steel (E -2 a cross-sectional area of 250 mm2. Answer the following s 300 Clbe wna -250 MES, AI 00 G Pa and O, 250 MPa). All truss members have (a) Determine the normal stress and strain in member CD. (b) The support at joint D uses a pin placed in double shear. The pin diameter is 20 mm Determine the average shear stress acting in the pin. 50 kN 50 kN 25...
The cross-sectional area of each member of the truss shown in the figure is 4 = 400 mm and E = 200 GPa. (a) Determine the vertical displacement of joint Cif a 4-KN force is applied to the truss at C. (b) If no loads act on the truss, what would be the vertical displacement of joint C if member AB were 5 mm too short? (c) If 4 kN force and fabrication error are both accounted, what would be...
Three plates are joined with a 12 mm diameter pin as shown. Determine the maximum load P that can be transmitted by the joint if:(a)The maximum normal stress on a cross-section of the plates at the pin must not exceed 372 MPa.(b)The maximum bearing stress between a plate and the pin must not exceed 612 MPa.(c)The maximum shear stress on a cross-section of the pin must not exceed 268 MPa.(d)The punching shear resistance of the material in the top and...
3) Statically Indeterminate Truss (15 pts). For the truss shown below all the members have elastic modulus E, normal failure stress σ, shear failure stress τ, and cross-sectional area A. All answers should be given in terms of P, W, A, E, σ, and/orT5 (a - 10 pts) Solve for the reaction forces at points B and D and the magnitude of the deflection of point C (b - 5 pts) Given a safety factor of 1.5, write an expression...
The beam has the cross-sectional area shown. If the loading intensity o 25 kN/m and the length of the beam L is 3 m, answer the questions that follow: 0 TALALRATEATAITTAAAAATTAAAAAL 100 mm 25 mm 25 mm 75 mm 75 mm 25 mm Determine the maximumm bending moment in the bearm in [kNm] Determine the position of the neutral axis, as a distance in [mm] measured from the bottom of the beam i.e. determine V Determine the area moment of...
The truss is constructed from three aluminum alloy members, each having a cross-sectional area of A = 1350 mm2 and an elastic modulus of E = 62 GPa. Assume a = 2.8 m, b = 9.0 m, and c = 5.5 m. If the horizontal displacement of roller B must not exceed 5.0 mm, calculate the maximum vertical load Pmax that can be supported by the truss. Chapter 5, Supplemental Question 008 The truss is constructed from three aluminum alloy...
SMU/SKMM2123) QUESTION 3 Figure 03 (a) shows The cross-sectional area of the beam is shown in Figure 03 (b). The yield stress of material is 210 MPa and the material is assumed to behave linearly elastic-perfectly E- 208 GPa, v-0.33) an overhanging beam ABCD subjected to point loads at poimts B and D a) Determine the load P for fully plastic condition to happen at critical posision the yielded length of plastic (Ly) at the above condition (fully plastic condition)....
The steel beam has the cross-sectional area shown in (Figure 1) Part A Determine the largest intensity of the distributed load to that the beam can support so that the maximum bending stress in the beam does not exceed 160 MPa Express your answer to three significant figures and include the appropriate units. Figure 1 of 1 Value Units Submit Request Answer Provide Feedback
The members of the truss shown below have a cross sectional area of 0.0002m^2 and Young's modulus of E=69GPa. Determine the deflection at each joint using Finite Element Method. 500 N 500 N Fuc (compression) Faa (tension) 2 m 500 N 45° 45" ac (compression) Fas (tension) 500 N 500 N Fuc (compression) Faa (tension) 2 m 500 N 45° 45" ac (compression) Fas (tension)