emele: A: T Nancy of a pulty system system =^ Mechanical Advantage (11) = Lord (0) (E) a UDL of 4/N. 11. A cantilever 6m long and d banding moments at the fre Calculate the stearing forces and end and 2m from the free end. Draw the bending moment and stearing force diograms. рд
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- A storage rack to hold the paper roll. Find force reactions and draw the shear and moment diagrams for the mandrel that extends half of the roll. Use singularity functions for this problem. Givens stanchion paper roll Density=984 kg/m^-3 OD=1.5 m ID=0.22 m L=3.23 m Density=mass/volume So W=(density*volume)*gravity Volume of hollow cylinder= (pi/4)(OD^2-ID^2)*Length of cylinder Length of mandrel=1/2 of L=>1.615 m mandrel base Assumptions: The storage rack is acting with a fixed support With a distributed load of "w" where w is the weight distrubutedA4.3 Please help. Written on paper not typed on computer or keyboard please. Need help both questions. Please include all units, steps to the problem and information such as its direction or if it is in compression or tension. Thx.Solved Examples 8KN Example 5 Replace the force and couple moment system acting on the beam in the figure below by an equivalent resultant force, and find where its line of action intersects the beam, measured from point O. 4KN 15 KN-m (0,5 m Solution:- Force Summation. Summing the force components, 1.5 m 1.5 m 15 m 15m F), = XF;; (F), = 8 kN(}) = 4.80 kNO
- For the simply supported beam subjected to the loading shown, derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) Let a-3.25 m, b=4.75 m, Pg - 35kN, and Pc = 80kN. Construct the shear- force and bending-moment diagrams on paper and use the results to answer the questions in the subsequent parts of this GO exercise. A Ay- 58.66 - Dy- Calculate the reaction forces A, and Dy acting on the beam. Positive values for the reactions are indicated by the directions of the red arrows shown on the free-body diagram below. (Note: Since Ax = 0, it has been omitted from the free-body diagram.) Answers: a 56.33 (a) V= (b) V- (c) V- B i i PB B kN с kN C Determine the shear force acting at each of the following locations: (a) x-2m (b)x - 4 m (c) x-8 m Note that x = 0 at support A. When entering your answers, use the shear-force sign convention detailed in Section 7.2. 3 3 3 KN D b kN D ·x DyThe dimensions are of the graph are d1 = 7 cm , L1 = 6 m , d2 = 4.2 cm , and L2 = 5 m with applied loads F1 = 130 kN and F2 = 60 kN . The modulus of elasticity is E = 80 GPa . Use the following steps to find the deflection at point D. Point B is halfway between points A and C. What is the reaction force at A? Let a positive reaction force be to the right.Can you answer d through e on this question? thank you
- These are definitely corrects 100%, please tell me how to solve.SOLVE STEP BY STEP WITHOUT ARTIFICIAL INTELLIGENCE, SOLVE BY HAND STEP BY STEP Virtual load method on frames. For each case, consider El = constant: 2. Calculate the horizontal, vertical and angular displacement at node B. Draw the axial force, shear force and bending moment diagrams. 1 Ton/m 1 Ton B A DIMENSIONS IN m 5.00 3.00Determine the horizontal displacement of point D in the system shown in the figure using Castigliano's Method. L = 2m Note: Consider only the effect of the bending moment. Parameter: P = 9 kN Horizontal displacement: D,horizontal PL/8 D P 2E1 L/2 ¡EI B EI 4P L L
- RAX Ray 0.2m 100Nm 100N 1000 0.3m A. Draw Shear force diagram B. Draw Bending moment diagram C. Draw Torque diagram D. Draw Axial force diagram ZOON 1000m 2000 0.2m y RBy Ł 10,000 N 10,000 Nplease answer it with ; given, solution, diagrams/ drawing, answer please expain part by partfind second moment of area for cases 4-7