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- For the truss in Figure 01, it is asked: choose two bars (AB, AC, AD, BC, BE, CD or CE) and determine the normal effort due to the action of load P, applied at point B, indicating the nature of the effort (whether traction or compression). To adopt:P:1100NDetermine the vertical displacement of joint C of the truss as shown. Assume that A = 0.5 in2 and E = 29(103) ksi.Determine the vertical displacement of joint C of the steel truss shown inFig.a. The cross-sectional area of each member is A = 400 mm2, and Est = 200 GPa.
- Determine the forces in the truss shown inFigure by using method of joints. (Point A is a pinned support and Point B is a roller support) AB= 53 , CB=83kN A=5, B=3, C=8A truss is loaded with nodal force at C as shown TOS-003. If the truss members have identical rectangular section of 5 cm x 8 cm, with E = 70 GPa, compute the vertical displacement at joint C .Prob 4: Analyze the determinate truss below. determine the vertical deflection of joint B and horizontal deflection of joint c.
- For the truss and loading shown, determine the magnitude of the force (lb) in member CE, if P = 30322 lb, Q = 34406 lb, and y = 6.9 ft. Round off only on the final answer expressed in 3 decimal places .Determine horizontal displacement and rotation at D. The frame members have a 10cm × 10cm square cross section. E=200GPa.The left half of the simply supported beam carries a uniformly distributed load of internsity 600N/m. A.Compute the value of EI? at midspan. B.If E= 10GPa, determine the smallest value of I that limits the midspan displacement to 1/360th of the span.
- Determine the vertical and horizontal reactions of each support on the following figures. Assume that the weight of the beam is SN Kilonewton. FN=78 SN= 51Determine the vertical and horizontal reactions of each support on the following figures. Assume that the weight of the beam is SN Kilonewton. FN= 78 SN= 515) Find the support responses of the beam in the figure and draw the M, N, V diagrams. (P=19kN, q=15kN, Mu=4kN)