Problem 4: Find the support reactions at hinge A and along strut CB (assume 2 force member) if the circular door weighs 01b 3 ft
PROBLEM 4 For the beam and loading shown determine the support reactions. --3 -- -3 ---3m- 16 lins Slips PROBLEM 5 For the beam and loading shown determine the support reactions. D
Problem.2 Clearly indicate the magnitude and direction of all support reactions. 50 kN/m 25 kN/m OI 4 m
determine the support of the reactions for the loading shown. Construct the shear and moment diagrams. find the locations at which diagrams intersect the the x-axis if they do. Problem 2 15 kN 4 kN/m 6m6m 1 kN/m Problem 2 15 kN 4 kN/m 6m6m 1 kN/m
Problem 5 Determine the reactions at the supports and the force in all the members of the truss, indicate whether the force is in tension or compression. The values shown on the table apply. P1 0 P2 1000 N 15ºb 350 N a 3m 3 m c 1m D P2 Ha + 6+4 P1 Problem 6 Determine the following for the frame: a) The reactions at fixed support A. b) The reactions at pins C and E for member AE....
2. In Figure 2, determine the reactions at the support _800 N/m 3 m 1 m 3 m Figure 2: Unifomly distributed load ...
2. (20pts) Find the support reactions A and B. Find the mathematical expressions for the internal shear and internal moment of the beam, and sketch the shear and moment diagrams. A that wo=180N/m and L=9m. ssume 2
7. Find the reactions at the pinned support and on the roller support. Then, determine the shear force and bending moment diagram as a function of r 48 kN/ m 6 m
Using the Force Method, find the support reactions in the beam below. Support at A is a pin and B and C are rollers. EI is constant. a) Draw the free body diagrams of the superposition method b) State the degree of indeterminacy and find a way to convert the structure to a determinate one, draw the FBDs and clearly show the cutting sections and equations of the internal moments c) Find reactions in each support 2.5 N/m 10 m--10m-...
12 kN 3 kN/m Fixed support B A Roller support 3 m m A beam is fixed at A and supported by a roller at B. The beam has E = 100 GPa and I 1.0 x 10-5 m4. For the loading shown, complete the following: 1. Calculate the magnitude and direction of all reactions at A. 2. Calculate the magnitude and direction of all reactions at B. 3. Calculate the magnitude and direction of the rotation at B.