Question 3 1 pts For the frame below calculate the bending moment at point R. Take...
Question 5 In the beam below, calculate the bending moment at point A. Take L-13 and remember that both the loads and the di ,4LhN 4 kN/m me x X D B 1 43 * 1 → - Li L. expressed in terms of L.
1. (8 pts) (a) Generate the shear and bending moment diagrams below for beam subject to the loads shown below. Take pin A on the beam as x-.Attached your graphs to this coversheet and include the detailed equations for both V(C) and M(x) for each segment of the graphs. (b) (2) From your graphs, find the value of x where the magnitude of the bending moment is maximum and report (Mx) at this point X- ーm @IMIMma.- kN m 24...
For the frame below, calculate the tip (point C) deflection in the vertical direction. Assume the moment of inertia I and the Young's modulus E. Only consider the bending moment L1 For the frame below, calculate the tip (point C) deflection in the vertical direction. Assume the moment of inertia I and the Young's modulus E. Only consider the bending moment L1
Question 6 1 pts In the beam below, calculate the shear force at point B. Take L-23 and remember that both the loads and the dimensions are expressed in terms of L. ,4LhN 14LhN/m Y X A X В. 77 - 1 43 <2L 21 Li
Experiment 1: Bending Moment Variation at the point of Loading This experiment examines how bending moment varies at the point of loading. Figure 3 shows the force diagram for the beam. Check the Digital Force Display meter reads zero with no load. Place a hanger with a 100 g mass at the cut'. Record the Digital Force Display reading in a table as in Table 1. Repeat using masses of 200 g. 300 g. 400 and 500 g Convert the...
Question 3 0.8 pts Calculate the absolute value for the bending moment at 29 ft from the left for the beam shown. Show free diagrams. Values of the variables are: F=36 kip, P-17 kip, a 19 ft, b-56 ft, c-50 ft. Do not enter the negative sign if the answer is negative. F kips Pkip/ft A В a b с 0.8 pts Question 4
For the frame shown below:1- Calculate the reactions at the supports.2- Draw the Normal force, the Shear force and the Bending moment diagrams. Indicate all critical values3- Show the equilibrium at node B.4- Develop the analytical expression for the normal force, the shear force and the bending moment diagram for memberBC.The 4 Kips/ft load is applied perpendicular to member AB.
Use the stiffness method to analyse the elastic frame ABC shown below. Use a model made up of 2 the elements (AB and CB) and the axis indicated in the figure. All members have the following properties: E = 2 -10% kPa, A = 0.005 m², 1 = 1.5e - 4 m. Also the lengths of the elements are the same: AB = BC = L = 3.1 m and 6 = 45 kN/m. ות 0 B 3 2 x...
Use the stiffness method to analyse the elastic frame ABC shown below. Use a model made up of 2 the elements (AB and CB) and the axis indicated in the figure. All members have the following properties: E = 2 -10% kPa, A = 0.005 m², 1 = 1.5e - 4 m. Also the lengths of the elements are the same: AB = BC = L = 3.1 m and 6 = 45 kN/m. ות 0 B 3 2 x...
Use the stiffness method to analyse the elastic frame ABC shown below. Use a model made up of 2 the elements (AB and CB) and the axis indicated in the figure. All members have the following properties: E = 2 -10% kPa, A = 0.005 m², 1 = 1.5e - 4 m. Also the lengths of the elements are the same: AB = BC = L = 3.1 m and 6 = 45 kN/m. ות 0 B 3 2 x...