Solve all support reactions using the Three-Moment Equation. El is constant. 5 kN 5m 5 kN 2.5m 2.5m 5 kN/m 5m
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- Determine the reactions and all bar forces for thetruss in Figure P9.34. E = 29,000 ksi and members AB,BC, AD, and DC have A = 3 in.2, and members BD, DE,and CE have A = 1 in.2 for all bars.Determine the reactions at S and C if P=80kN and 50What is the Maximum moment in kN-m. Given: w = 45, a = 3, b = 3, and c = 2.
- Given moment equation M = - 5x^2 + 44x + 60 KN.m 1. Determine the moment at x = 2m in KN.m 2. Determine the moment at x = 4.4m in KN.mDetermine reaction at D and Moment reaction at A using conjugate beam method. Consider 150 mm x 200 (b x h) mm section and E = 80 GPa a = 2.2 m, b = 12.2 kN/m, c = 43 kNIn influence line for vertical reactions at support A and the moment at point B of the beams are shown. From the influence line of support A, what is the value of Ay when x = 4.20 m due to a unit load?
- The maximum moment about point O created by the force P is 50kN. If the distance x measures 30 meters, determine the position of the boom and the magnitude of force, P.Determine the resultant moment produced by force P= 160N about point O, in Nm. Set α= 35-degree.Spring CD remains in the horizontal position at all times due to the roller at D. If the spring is unstretched when theta = 0 degrees and the stiffness is k = 1.5 kN/m, determine the smallest angle theta for equilibrium and the horizontal and vertical components of reaction at pin A.
- look for: a. Reactions b. Shear and Moment Diagramc. Maximum Momentd. Equations w=022 Kn/mdetermine the moment (m-kN) about point A due to the 3 kN and the two 17 kN forces.How do I determine the maximum vertical reaction and maximum negative (clockwise) moment at support B? There's a uniformly distributed live load of 300 lb/ft, a concentrated live load of 1500lb, and the beam's self-weight is 150 lb/ft.