Solve for the support reactions at A and B. C 3 kN/m B -1.5 m- -1.5 m 1.5 m- 1.5 m-
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- The inclined beam represents a ladder with the Following applied loads: the weight (W) of the house painter and the distributed weight (u) of the ladder itself. Find support reactions at A and B: then plot axial force (N), shear (V), and moment (M) diagrams. Label all critical N, V, and M values and also the distance to points where any critical ordmates are zero. Plot N, V, and M diagrams normal to the inclined ladder. Repeat part (a) for the case of the ladder suspended from a pin at B and traveling on a roller support perpendicular to the floor at A.Determine the reactions at supports for the following Figures. A 40 kN/m -8 m B. 3 m 20 KN 150 kN mFor the following calculate the reactions at A and B. 2 kN-m 6 kN-m 60° 2 m
- Datos: F1(KN)=5 F2(KN)=20 F3(KN)=10 L1(m)=4 H(m)=-5 I add the picture of the questionProb 6-43 12 kN 6kN 9 kN G 4 kN H 2 m 1 m 1 m B C D 1.5 m 1.5 m 1.5 m 1.5 m 6kN In this problem, you are asked to determine the forces in members CD, CJ, GJ, and CG. What are the reaction forces at A?Based on Problem 6-69 from the textbook. Determine the reactions at supports A and B. a= 7.7 ft d= 7.3 ft b= 12.0 ft C = 4-1 ft 500 lb/ft a + a b 700 lb/ft с B d
- Rigid arm AB is subject to a downward force F=270 lbf. It is supported by asquare shaft journal bearing at A and a cable BC.A. Draw a clear and large free-body diagram (FBD) to show all reaction components on AB. Ifany are not engaged, cross them out and add the note “N.E.” for “Not Engaged.” You do NOTneed to set up any equations or solve for any of the reactions.B. Find the unit vector for cable BC.Using the method of sections, determine the forces inmembers BG, CI, and CD. Express your answers in terms of P (e.g.FA= 0.5P)3.1 Use the concepts of moment and force equilibrium, find the reactions atpoint A (FAx and FAy) and point E (FEy).3.2 Find FBG first. Cut through BC, BG, and GF, consider the Left-Hand Side(LHS) section as a whole, find FBG by considering the Free-Body Diagram(FBD), and equilibrium of forces in the y-direction.3.3 Now find FCI and FCD. Cut through CD, CI, and HI, consider the RHSsection as a whole, find FCI by considering the FBD, and equilibrium offorces in the y-direction. Then, find FCD by taking moment at point I, andconsider the concept of moment equilibrium.Problem Statement Based on Problem 5-74 from the textbook. The bend rod is supported at A, B, and C by smooth journal bearings. Determine the components of reaction at the bearings if the rod is subjected to the force F. The bearings ar ein proper alignment and exert only force reactions on the rod. F= 815 N e= 1.95m d= 1.00 m f= 2.20 m 30° 60° F B d f 0.75 m